WQ0024720_More Information (Received)_20230123

Initial Review
Reviewer
Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * WQ0024720
Applicant/Permittee Cody and Joy Parker
Email Notifications
............................................................................................
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

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* Gary MacConnell
Email Address*
gary.macconnell@macconnellandass
oc.com
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*
919467-1239
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.
hftps://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type: * Wastewater Irrigation
Other Wastewater
Closed -Loop Recycle
Single -Family Residence Wastewater
Irrigation
Permit Number: * WQ0024720
Has Current Existing permit number
Applicant/Permittee Address* 10311 Rougemont Road, Bahama NC 27503
Facility Name* 10311 Rougemont Rd. SFR
Please provide comments/notes on your current submittal below.
This is a resubmittal with comments address for 10311 Rougemont Road.
High -Rate Infiltration
Reclaimed Water
Residuals
Other
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.)
A08501.00 - Parker, Joy - 10311 Rougemount Road -
26.52MB
Signed Resubmittal Package 1-18-23.pdf
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

Submission Date 1/23/2023

P.O. Box 129
Morrisville, NC 27560
[phone] 0
MacCONNELL & Associates, P.C.
"Engineering Today For Tomorrow's Future"
January 18, 2023
To: Zachary J. Mega
NC Division of Water Resources
Division of Water Resources- Non -Discharge Branch
512 N. Salisbury St. Raleigh, NC 27699
Telephone: [phone]
Dear Mr. Mega:
Review Comments are as follows:
501 Cascade Pointe Lane
Suite 103
Cary, NC 27513
www.macconnellandassoc.com
B. Project Narrative:
1. The 15A NCAC 18A .900 Rules have been last amended on August 1, 2000. Please update the
rule reference in this section.
The project narrative was updated with the correct rule reference date.
D. Application (FORM: SFRWWIS 06-16):
1. Item V.14. A rain or moisture sensor is required per 15A NCAC 02T .0605(o). There is a
paragraph for a rain sensor in the Operation and Maintenance Plan, but nothing is listed here.
Please list the details for the rain sensor under this item and add information for it to the
Specifications and Equipment sections. The details for the rain sensor were added to this section,
as well as the specifications section and equipment section.
2. Item V.19. There are setback parameters within 500 feet of the treatment/storage units with
field observed distances not listed in the table (i.e., proposed on -site habitable residence,
proposed well, and surface waters). Please fill out the missing values from this table. [15A
NCAC 02T .0606]. The setback parameters that were within 500 feet of the treatment/storage
units were added to the table.
3. Item VI. 2.b. The referenced Specifications page is incorrect for the recirculation tank.
Please revise. The referenced specifications page number was updated to the page that
corresponds with the recirculation tank.
4. Item VI. 2.d. The listed effective storage does not match the provided calculations and the
referenced Specifications page is incorrect. Please revise. The effective storage was updated to
match the provided calculations and the reference page was also corrected.
5. Item VI. 2.e. a. The plan sheet reference for the field dosing tank pump is incorrect. Please
revise. The plan sheet reference for the field dosing tank pump was updated in this section.

b. The field dosing tank pump is mentioned in the Specifications section. Please add this page
reference. The page reference in the specifications was added to this section.
F. Engineering Plans (Irrigation Site):
1. Please provide a higher -quality full electronic copy of the irrigation plans and calculations
from Duane K. Stewart & Associates, Inc. if possible. We do not have access to a higher -quality
copy of the irrigation plans and calculations from Duane K. Stewart & Associates, Inc.
G. Engineering Plans (Treatment System):
1. Sheet C-103 a. Please relabel the "Permitted Drainfield" callout as "Permitted Spray
Irrigation Site ". The "Permitted Drainfield" label was relabeled as "Permitted Spray Irrigation
Site" on the engineering plans.
b. The setback in Note 4 should be 50 feet instead of 10 feet as per 15A NCAC 02T .0606(b).
Please revise. The setback of 10 feet was updated to 50 feet on the engineering plans on Note 4.
2. Sheet C-104 The setback in Note 4 should be 50 feet instead of 10 feet as per 15A NCAC 02T
.0606(b). Please revise. On Sheet C-104, the setback of 10 feet was updated to 50 feet.
3. Sheet D-102 There is no section label shown at the effluent bypass valve to correspond with
Section A on Sheet D-104. Please add one. Engineering plan sheet revised to show section label
at the effluent bypass valve.
4. Sheet D-104 Section B is shown as Section A on Sheet D-102. Please correct. Engineering
plan sheet revised to show correct section label.
5. Sheet D-106 a. On Detail 2, there is a callout for a "30-in Dia. E-Z Set Riser ", but nothing
is shown at the leader. There is also a "Min. 6-in " dimension on the bottom of the unit that
points to nothing. What should be in these locations? Engineering plan sheet revised to clarify
that nothing should be in these locations in this instance.
b. On Detail 2, please shift the 4-in label on the left incoming pipe to the left for clarity. The 4-in
label was shifted to the left on Detail 2 of Sheet D-106.
J. Engineering Calculations:
1. Tank Sizing/Volume Calculations a. The header of this spreadsheet refers to the system as
"Drip" in the "Project" and "Subject" lines. Please revise it to "Spray". Calculations header
was revised to show it as a "Spray" system.
b. For all volume calculations, the specified tank length, width, and depth do not match the
provided dimensions on FORM: SFRWWIS 06-16 Page 5 or the tank detail sheets in the
Equipment section. Please verify and revise. FORM: SFRWWIS 06-16 Page 5 was updated to
display the correct dimensions that match the tank detail sheet in the Equipment section.
2. Treatment Calculations a. The header of this spreadsheet refers to the system as "Drip " in
the "Project" line. Please revise it to "Spray". Treatment calculations header was revised to
show it as a "Spray" system.

b. Under the "Effluent Limits" heading, Total Nitrogen (TN) is listed as a limit. Per 15A NCAC
02T . 0605(b), there is no limit for TV Please remove this line. Total Nitrogen was removed from
the "Effluent Limits" section of the Treatment Calculations.
c. How is the UV dosing rate of 25 GPM higher than the provided unit flow of 10 GPM? The UV
dosing rate was updated to reflect the provided unit flow of 10 GPM.
3. Buoyancy Calculations — For all calculations, the specified tank length, width, and depth do
not match the provided dimensions on FORM SFRWWIS 06-16 Page 5 or the tank detail
sheets in the Equipment section. Please verify and revise. Buoyancy Calculations consider
the outside tank dimension. FORM: SFRW W1S 06-16 Page 5 and the tank detail sheets in the
equipment section consider the inside tank dimensions for calculation purposes.
K. Equipment:
1. There is a duplicate cover sheet and table of contents for the UV Installation and Maintenance
Guide. One cover sheet says "Maintenance only. Installation is in Equipment Section " and the
other says "Installation Only. Maintenance is in O&MSection ". There is no maintenance guide
included for the UV unit in the Operations & Maintenance Plan. Please add this. The duplicate
coversheet was removed and the maintenance guide for the UV unit was added to the Operations
& Maintenance Plan.
N. Operation & Maintenance Plan:
1. There is a paragraph for a rain sensor, which specifies a brand and model, but is not mentioned
anywhere else in the application. See the previous comment under Section D.1. Details for the
rain sensor were added to the Equipment Section and Specifications Section to correspond with
the paragraph in the Operation & Maintenance Plan.
P. Additional Documentation:
❑ Floodway Regulation Compliance:
1. Please provide a document of higher quality clearly showing the flood zones. An updated
document of higher quality was added to the Floodway Regulation Compliance section of the
submittal package.
If you have any questions, please give me a call at [phone].
Thank you and have a great day.
Sincerely,
David Barcal, P.E.
Project Manager

Cody & Joy Parker
10311 Rougemont Road
Durham County, North Carolina
Surface Spray Irrigation with
E-Z Treat Conversion
Application Package for Single Family Residence
Project No.: A08501.00
Submittal Date: August 4, 2022
Resubmittal Date: January 18, 2023
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Prepared By:
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103 P.O. Box 129
Cary, NC 27513 Morrisville, NC 27560
Phone: [phone] Fax: [phone]

P.O. Box 129
Morrisville, NC 27560
[phone]
MacCONNELL & Associates, P.C.
"Eginccring Today For Tomorrow's FUIUfC"
January 18, 2023
To: Whom this may concern
501 Cascade Pointe Lane
Suite 103
Cary, NC 27513
www.macconnellandassoc.com
The scope of this project is to convert the treatment to E-Z Treat Treatment. Therefore,
the Surface Spray Irrigation System remains the same as the permit. MacConnell & Associates,
P.C. is only responsible for the treatment not the irrigation. For alternate storage the property is
on a well. If backup power is needed, the Surface Spray Irrigation System has to be connected to
a generator.
Sincerely,
AGINEAP ie.�a3
David Barcal, P'''����������"`'�
Project Manager

Table of Contents
• Cover Letter
• Project Narrative
• Form: SFRWWIS 06-16
• Existing Permit
• Property Ownership Documentation
• Irrigation Site Engineering Plans (Duane K. Stewart &
ASSOCIATES, INC.)
• Treatment System Engineering Plans (MacConnell &
Associates, PC)
• Specifications
• Engineering Calculations
• Equipment
• Operation & Maintenance Plan
• Operation & Maintenance Agreement (08-13)
• Floodway Regulation Compliance
• Threatened or Endangered Aquatic Species Documentation
2

Cody & Joy Parker
10311 Rougemont Road
Durham County, North Carolina
Cover Letter
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MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

P.O. Box 129 %�� 501 Cascade Pointe Lane
Morrisville, NC 27560 �- Suite 103
_ Cary, NC 27513
[phone] www.macconnellandassoc.com
MacCONNELL & Associates, P.C.
"Engineering Today For Tomorrow's Future"
January 18, 2023
To: Nathaniel Thornburg
NC Division of Water Resources
Division of Water Resources- Non -Discharge Branch
Attn: Nathaniel Thornburg- 9th Floor, Office #942X
512 N. Salisbury St. Raleigh, NC 27604
Telephone: [phone]
To Mr. Thornburg:
This letter accompanies a New Single -Family Residence Wastewater Irrigation System
Application for 10311 Rougemont Road in Durham County, North Carolina. Within the
application package you will find the following information: project narrative, form: SFRWWIS
06-16, property ownership documentation, soil evaluation, engineering plans, specifications,
equipment, operation & maintenance plan, operation & maintenance agreement (08-13), floodway
regulation compliance, and threatened or endangered aquatic species documentation. The project
referred to in this package is the construction of a spray wastewater irrigation system for a 4-
bedroom single family home. The proposed system will consist of a major modification to the
previously permitted system (Permit WQ0024720) converting the treatment system to a new septic
tank, E-Z Treat recirculating media filter, recirculation tank, field dosing tank is provided by
MacConnell & Associates, PC. The spray irrigation system with all the necessary appurtenances
is provided by Duane K. Stewart & ASSOCIATES, INC., as previously permitted in Permit
WQ0024720.
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, It
David Barcal, PE
Project Manager

Cody & Joy Parker
10311 Rougemont Road
Durham County, North Carolina
Project Narrative
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MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Project Narrative
Introduction
Owner/Client(s)
Cody & Joy Parker
Property Address
10311 Rou emont Road, Durham Count
Facility Bedrooms
4
Flow Reduction
0%
Design Flow (GPD)
480
The Owners purpose to change the treatment system for a 9.9-acre lot at the above mentioned
location in Durham County, North Carolina. The owners wish to change the treatment to E-Z Treat
Treatment. Therefore, this submittal is for the treatment system change only, and the spray
irrigation system will be as originally permitted.
Gary S. MacConnell, PE of MacConnell & Associates, PC has been retained for the modification
of the surface spray system to include replacement of the treatment system with E-Z Treat
Treatment System. 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 residence. The proposed treatment system designed by MacConnell & Associates, PC will
consist of a septic tank, an E-Z Treat recirculating media filter, a recirculation tank, and a field
dosing tank. The proposed irrigation site will be as designed by Duane K. Stewart &
ASSOCIATES, INC., as previously permitted, (permit WQ0024720.)
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 18A
.1900 rules amended August 1, 2000. 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-RI.
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-68, 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.
Cody & Joy Parker
Surface Spray System with E-Z Treat (Conversion)
MacConnell & Associates, P.C. Project No.: A08501.00

The field dosing tank is a new 4,500-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.
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.
Cody & Joy Parker
Surface Spray System with E-Z Treat (Conversion)
MacConnell & Associates, P.C. Project No.: A08501.00

Project Contacts
Names, addresses, phone and fax numbers of the owner, soil scientist, and engineer are as
follows:
Owner:
Cody & Joy Parker
10311 Rougemont Road
Bahama, NC 27503
Engineer:
Mr. David Barcal, P.E.
MacConnell & Associates, P.C.
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Cody & Joy Parker
Surface Spray System with E-Z Treat (Conversion)
MacConnell & Associates, P.C. Project No.: A08501.00

Cody & Joy Parker
10311 Rougemont Road
Durham County, North Carolina
Form: SFRWWIS 06-16
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MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

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
INSTRUCTIONS FOR FORM: SFRWWIS 06-16 & SUPPORTING DOCUMENTATION
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 good engineering 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 Project
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 I.2. 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 I.2. 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 En ig neer.
® 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 System 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 Policy, 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 Policy.
❑ Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
❑ 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 Irri atg ion System Loading Rate Calculation Policy.
❑ A completed copy of the Single -Family 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 En ig neer.
® 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 En ig neer.
® 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 -Family 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 Surveyor.
® 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 .01070) 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(g), 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 Chapter 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 Program 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 Quality Permitting Section — Wetlands 401 Certification
❑ US Army Corps 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 Delivery:
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: Cody Parker & Joy Parker
2. Applicant type: ® Individual ❑ Corporation ❑ General Partnership
3. Signature authority's name: Cody Parker & Joy Parker per 15A NCAC 02T .0106(b) Title: Owner
4. Applicant's mailing address: 2537 Barwick Dr.
City: Durham State: North Carolina Zip: 27704-
5. Applicant's contact information:
Telephone number: (_) = Fax number: (_) = Email Address: cjc949513@.-mail.com and
jetl595@.-mail.com
II. FACILITY INFORMATION:
1. Facility name: Cody Parker & Joy Parker - Surface Spray with E-Z Treat
2. Facility status: ❑ Existing or ® Proposed
3. Facility's physical address: 10311 Rougemont Rd.
City: Bahama State: North Carolina Zip: 27503- County: Durham
4. Wastewater Treatment Facility Coordinates: Latitude: 36' 11' 6" Longitude: -78. 56' 48"
Provide the following latitude and longitude coordinate determination information:
Datum: Unknown Level of accuracy: Nearest second Method of measurement: Map interpretation by extraction
5. USGS Map Name: Goo lg e Maps
III. CONSULTANT INFORMATION:
1. Engineer's name: Gary S. MacConnell, PE License Number: 17069 Firm: MacConnell & Associates,
P.C.
Engineer's mailing address: 501 Cascade Pointe Ln Suite 103
City: Cary State: North Carolina Zip: 27513-
Telephone number: [phone] Fax number: [phone] Email Address:
[e-mail]
2. Soil Scientist's name: Michael G. Wood License Number: Firm: Three Oaks En ing eerin�
Soil Scientist's mailing address: 324 Blackwell Street, Suite 1200
City: Durham State: North Carolina Zip: 27701-
Telephone number: [phone] Fax number: (_) = Email Address:
michael.wood@threeoaksen ing eerieg com
IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100:
1. Application type: ❑ New ® Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: WQ0024720 and most recent issuance date: 05 / 7 /2019
2. Application fee: $60
3. Describe the origin of the wastewater and provide a brief project description: Four Bedroom Residence at 120 gallons
per day per bedroom.
FORM: SFRWWIS 06-16 Page 1 of 6

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
4. Wastewater flow: 480 GPD
FORM: SFRWWIS 06-16 Page 2 of 6

IV. GENERAL REQUIREMENTS — 15A NCAC 02T .0100 (CONTINUED):
5. Using 15A NCAC 02T .0114, explain how the total wastewater flow was determined:
Establishment Type
Flow Basis
Flow
Per Unit
Number
of Units
Flow
Single Family Residence
gal/bedroom
120
4
480 GPD
gal/
GPD
Total
480 GPD
6. 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
Date
�
Date
Permit/Certification No.F
Agency Reviewer
Submitted
Approved
Nationwide 12 or 404
N/A
Wetlands 401
N/A
7. What is the nearest 100-year flood plain elevation to the facility? N/A feet mean sea level. Source: NC FRIS FEMA MAP:
MAP NUMBER (3720081800L)
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 Stora e
Biochemical Oxygen Demand
300 mg/1
<=30 mg/1
< 30 mg/l
(BODO
—
Total Suspended Solids (TSS)
300 mg/l
<=30 mg/1
< 30 mg/l
Ammonia Nitrogen (NH3-N)
25 mg/1
<=15 mg/1
< 15 mg/l
Fecal Coliforms
<=200 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: & Specification Page: ) 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(f), 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(lz), 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 original design)
Are all treatment units and control panels locked to prevent entry? ® Yes or ❑ No
9. In accordance with 15A NCAC 02T .0605(i), do the designed irrigation loading rates (see Application Item VII.4.) 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 3 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: 4) or ❑ No
14. In accordance with 15A NCAC 02T .0605(o), has a precipitation or soil moisture sensor been provided?
® Yes (Plan Sheet: D-103 & Specification Page: 5) 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(g), 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
System
Treatment /
�Storage Unit
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
N/A
452 ft
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
N/A
Any private or public water supply source
N/A
N/A
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
N/A
216 ft
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
157 ft
Any property line
N/A
+-280 ft
Top of slope of embankments or cuts of two feet or more in vertical height
N/A
Any water line from a disposal system
N/A
Any swimming pool
N/A
Public right of way
N/A
Nitrification field
N/A
Any building foundation or basement
N/A
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 4 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):
Treatment Unit
No. of
Manufacturer or
Dimensions (ft) /
Volume
Plan Sheet
Specification
Units
Material
Spacings (in)
(al)
Reference
Reference
Septic Tank
1
David Brantley &
8.Ox3.8x5.2
1,000
D-101
2-3
Sons
Select
Select
b. SECONDARY TREATMENT (i.e., physical, biological and recirculation processes):
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(al)
Reference
Reference
David Brantley &
Recirculation Tank
1
7.3x4.5x4.2
1,000
D-102
2-3
Sons
EZ Treat
1
E—Z Treat
7. 3x4. Ox3. 3
600 GPD
D-105
4-5
Select
c. DISINFECTION:
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material
(gal)
Reference
Reference
Ultraviolet
1
E-Z Treat
2.5Dx4H
10 GPM
D-106
5
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)
(al)
(days)
David Brantley &
1
12. 9x5. 50x8. 5
4,500
3300
6.3
D-103
2-3
Sons
e. PUMPS:
No. of
Manufacturer /
Capacity
Plan Sheet
Specification
Location
Pumps
Purpose
Type
Reference
Reference
GPM
I TDH
Recirculation Tank
1
Dose to E-Z Treat
Sta-Rite Step 30 1/2
13.6
100
D-102
4
Pod
hp
Field Dosing Tank
1
Dose to spray field
See original design
30
**
D-103
4
b others
f. BLOWERS:
Location
No. of
No.
Units Served
TManufacturer /
Type
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference
N/A
g. MIXERS:
FORM: SFRWWIS 06-16 Page 5 of 6

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

VII. 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? Done by others
3. Soil Evaluation recommendations:
Soil Series
Fields within Soil Area
Minimum Observed
Depth to SHWT
(ft)
Recommended
Loading Rate
(in/hr)
Recommended
Loading Rate
(in/ r)
Done by others
Done by others
**
**
**
4. Irrigation System Information (Note — this table may be expanded for additional fields):
Field
Area
(acres)
Dominant
Soil Series
Designed
Rate
(in/hr)
Designed
Rate
(in/yr)
1
Latitude
(DMS)
1
Longitude
(DMS)
Waterbodv
Stream Index
z
No.
Classification
Done by
others
Done by
others
Done by others
Done by
others
Done by
others
o ,
_ o 1 11
Done by others
Done by others
O I II
O I II
O I II
O I II
O I II
O I II
O I II
O I II
O I II
O I II
Total
' Provide the following latitude and longitude coordinate determination information:
Datum: UnknownLevel of accuracy: Nearest second Method of measurement:
Map interpretation by extraction
2 For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: https:Hncdenr.s3.amazonaws.com/s3fs-
public/Water%20Quality/Aquifer%2OProtection/LAU/Ajzreements/WSCA%2008-13.pdf.
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
Per Original Design ft
Emitter wetted area:
ft2
Nozzle wetted area:
Per Original Design ft2
Distance between laterals:
ft
Nozzle capacity:
Per Original Design GPM
Distance between emitters:
ft
Nozzle manufacturer/model:
Per Original / Design
Emitter capacity:
GPH
Elevation of highest nozzle:
Per Original Design ft
Emitter manufacturer/model:
/
Specification Reference:
Per Original Design
Elevation of highest emitter:
ft
Specification Reference:
FORM: SFRWWIS 06-16 Page 7 of 6

Professional Engineer's Certification:
l David Barcal, PE attest that this application for
(Professional Engineer's name from Application Item 111.1.)
MacConnell and Associates, P.C.
(Facility name from Application Item IL 1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions, as well as all applicable regulations
and statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that i have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed S10,000, as well as civil penalties up to $25.000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
1, Cody Parker & Joy Parker attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
Cody Parker & Joy Parker - Surface Spray with E-Z Treat
(Facility name from Application item 11.1.)
has been reviewed by tire and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a condition
of this pennit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105U.
!Vote: In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of Class 2 misdemeanor, which may include a tine not to
exceed S 10,00(1 ayy ell erv' penalties up to S25,000 per violation.
sign
Date: I F a a J a 3
I OR%I .l 1MVIS 06-11= Page 8 of

Cody & Joy Parker
10311 Rougemont Road
Durham County, North Carolina
Existing Permit
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

May 7, 2019
BILLY T. HERNDON
. 203 KINROSS COURT
DupA , NORTH CAROLINA 27712
Dear Mr. Herndon:
Subject: Permit No. WQ0024720
10311 Rougemont Rd. SFR
Single -Family Residence
Wastewater Irrigation System
Durham County
In accordance with your permit renewal request received March 7, 2019, we are forwarding
herewith Permit No. WQ0024720 dated May 7, 2019, to Billy T. Herndon for the construction and operation
of the subject single-family residence wastewater treatment and irrigation facilities.
This permit shall be effective from the date of issuance through March 31, 2025, shall void
No. WQ0024720 issued February 21, 2014, and shall be subject to the conditions and limitations therein.
The Permittee shall submit a renewal application no later than October 2 2024 Permit
Please pay attention to the operation and maintenance requirements listed in Section III
may differ from the previous permit issuance. Failure to establish an adequate system for co
maintaining the required operational information shall result in future compliance Problems.
for they
Ilecting and
The Division has removed the following permit conditions since the last P ems.
February 21, 2014: permit issuance dated
Old Condition III.13. — This condition has been removed because the site
100-year floodplain. to 1s not located in the
Old Condition VL2. — This condition has been removed because the permit is not v
The followm oldable.
2014: g permit conditions are new since the last permit issuance dated February 21,
Condition II.10. — All setbacks applicable to 15A NCAC 021-1 .02190) have been ad
Condition III.13. — Metering equipment shall be tested and calibrated annually.added.
Condition VI.10. — This condition states that the permit shall not be renewed ift he required
annual fee has not been paid
E QZA
North Carolina Department of Environmental Quality I Division of Water Resources
® 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Caro ' 919.707.9000 hNlina 27699-1617

Mr. Billy T. Herndon
May 7, 2019
Page 2 of 2
If any parts,_requirements, or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.
If you need additional information concerning this permit, please contact Poonam Giri at (919)
707-3656 or poonam.girikncdenr.gov.
Sincerely,
'?�6mda Culpepper, Director
Division of Water Resources
cc: Durham County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

�. .
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Billy T. Herndon
Durham County
FOR THE
construction and operation of a 480 gallon per day (GPD) single-family residence wastewater treatment
and irrigation facility consisting of:
1,250 gallon baffled septic tank with an effluent filter; a distribution box; two 210 square foot (ft2)
subsurface sand filters in parallel; a tablet chlorinator; a chlorine contact chamber; a 1,750 gallon storage
tank; a 2,580 gallon pump tank with an 18 gallon per minute (GPM) pump, and audio/visual high-water
alarms; an automatic rain shut-off device and soil moisture monitoring device; a 0.29 acre spray irrigation
area with eight 1.19 GPM sprinklers that each have an effective diameter of 46 feet; and all associated
piping, valves, controls, and appurtenances
to serve the single-family residence at 10311 Rougemont Rd., Bahama, NC 27503, with no discharge of
wastes to surface waters, pursuant to the application received March 7, 2019, and in conformity with the
Division -approved plans and specifications considered a part of this permit.
This permit shall be effective from the date of issuance through March 31, 2025, shall void Permit No.
WQ0024720, issued February 21, 2014, and shall be subject to the following conditions and limitations:
I. SCHEDULES
Upon completion of construction and prior to operation of this permitted facility, the Permittee shall
submit an engineering certification from a North Carolina licensed Professional Engineer certifying
that the permitted facility has been constructed in accordance with G.S. 143-215.1, Administrative
Code Title 15A Subchapter 02T, this permit, and the Division -approved plans and specifications. For
phased and partiallycertified facilities, the Permittee shall retain the responsibility to track further
construction approved under this permit and shall provide a final en ineering certification upon project
completion. Mail the Engineering Certification to the Division of Water Resources, Non -Discharge
Branch, 1617 Mail Service Center, Raleigh, NC 27699-1617, or Non-Discharge.Reports@ncdenr�ov.
[I 5A NCAC 02T .0116(a)]
2. The Permittee shall notify the Raleigh Regional Office, telephone number [phone], at least two
business days in advance of initial operation of the constructed facilities so that the Division can
conduct a startup inspection. [ 15A NCAC 02T .0 1 08(b)(1)(B)]
WQ0024720 Version 3.0 Shell Version 181105 Pagel of 8

3. The Permittee shall request renewal of this permit on Division -approved forms no later than October
2, 2024. [15A NCAC 02T .0105(b), 02T .0109]
4. If a public or community sewage system is or becomes available, the Permittee shall connect to this
system, and shall request rescission of the single-family residence wastewater treatment and irrigation
facilities permitted herein. [15A NCAC 02T .0607]
MERM, l' 1 1
The Permittee shall maintain and operate the subject non -discharge facilities so there is no discharge to
surface waters, nor any contravention of groundwater or surface water standards. In the event the
facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper
operation and maintenance, or failure of the irrigation areas to assimilate the effluent, the Permittee
shall take immediate corrective actions, including Division required actions, such as the construction
of additional or replacement wastewater treatment or disposal facilities. [I 5A NCAC 02T
.0108(b)(1)(A)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [ 15A NCAC 02T .0108(b)(1)(A)]
3. The Permittee shall apply treated wastewater effluent at or below the following rates:
TABLE I — APPLICATION LIMITATIONS
Field
Parameter
Hourly Rate
Yearly Max
Units
1
01284 — Non -Discharge Application Rate
0.28
22.48
inches
[15A NCAC 02T .06050)]
4. The Permittee shall only apply treated wastewater effluent to the following:
TABLE 2 — IRRIGATION AREA INFORMATION
Field
Owner
County
Latitude
Longitude
Net
Acrea a
Dominant
Soil Series
1
Billy T. Herndon
Durham
36.1848860
- 78.9465580
0.29
Cid
[I 5A NCAC 02T .0108(b)(1)(A)]
5. The attached Operation and Maintenance Agreement shall be a condition of this permit.
Noncompliance with the terms of the Operation and Maintenance Agreement shall subject the Permittee
to all sanctions under G. S. 143-215.6A, G.S. 143-215.613, and G.S. 143-215.6C for violation of or
failure to act in accordance with the terms and conditions of this permit. [15A NCAC 02T .0604(h)]
6. Permittee shall connect the irrigation system to a rain or moisture sensor designed to prevent irrigation
during precipitation events or wet conditions. [15A NCAC 02T .0605(o)]
The compliance boundary is the property boundary. Any exceedance of groundwater standards at or
beyond the compliance boundary shall require corrective action. Division -approved relocation of the
compliance boundary shall be noted in Condition II.4. Multiple contiguous properties under common
ownership and permitted for use as a disposal system shall be treated as a single property with regard
to determination of a compliance boundary. [15A NCAC 02L .0106(d)(2), 02L .0107(i), 02T .0105(h),
G.S. 143-215.1(i), G.S. 143-215.1(k)]
8. The review boundary is midway between the compliance boundary and the effluent disposal area. Any
exceedance of groundwater standards at or beyond the review boundary shall require preventative
action. [15A NCAC 02L.0106(d)(1), 02L .0108]
WQ0024720 Version 3.0 Shell Version 181105 Page 2 of 8

9. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary (i.e., parcel subdivision). [ 15A NCAC
02L .0107(c)]
10. The facilities herein were permitted per the following setbacks:
a. The irrigation sites were originally permitted August 10, 2005. The setbacks for spray irrigation
sites originally permitted or modified from February 1, 1993 to August 31, 2006 are as follows (all
distances in feet):
i. Each habitable residence or place of assembly under separate ownership:
400 1,3
ii. Each private or public water supply source:
100
iii. Surface waters:
100
iv. Groundwater lowering ditches:
100
v. Surface water diversions (upslope):
100
vi. Surface water diversions (downslope):
100
vii. Each well with exception of monitoring wells:
100
viii. Each property line:
150,
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
15
x. Each water line:
10
xi. Each swimming pool:
100
xii. Public right of way:
50
xiii. Nitrification field:
20
xiv. Each building foundation or basement:
15
' Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
Z Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
3 Per a setback waiver recorded in the Orange County Register of Deeds, reduced setbacks from
the wetted area to any habitable residence or place of assembly under separate ownership are
as follows:
Parcel No.
Deed Book / pages
Setback
Easement
0818-02-56-3101
4841 / 603-605
200 feet
200 feet
[15A NCAC 02H .02190)(5)]
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b. The storage and treatment units were originally permitted August 10, 2005. The setbacks for
storage and treatment units originally permitted or modified from February 1, 1993 to August 31,
2006 are as follows (all distances in feet):
i. Each habitable residence or place of assembly under separate ownership (only
applicable to surface sand filters):
I
100
ii. Each private or public water supply source:
100
iii. Surface waters:
50
iv. Each well with exception of monitoring wells:
100
v. Each property line:
502
vi. Nitrification field:
20
Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from
this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[15A NCAC 02H .02190)(5)]
M. OPERATION AND MAINTENANCE REQUIREMENTS
I. The Permittee shall operate and maintain the subject facilities as anon -discharge system. [15A NCAC
02T .0600]
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, the Permittee shall designate and employ a certified
operator in responsible charge (ORC), and one or more certified operators as back-up ORCs. The ORC
or their back-up shall operate and visit the facilities as required by the WPCSOCC. [15A NCAC 02T
.0117]
3. The Permittee shall maintain vegetative cover on the irrigation sites, such that crop health is optimal,
allows even effluent distribution, and allows inspection of the irrigation system. [15A NCAC 02T
.0608(a)]
4. The Permittee shall take measures to prevent effluent ponding in or runoff from the irrigation sites
listed in Condition II.4. [15A NCAC 02T .0608(b)]
5. The Permittee shall not irrigate treated effluent during inclement weather, or when the soil is in a
condition that will cause ponding or runoff. [15A NCAC 02T .0605(o)]
6. The Permittee shall only irrigate treated effluent from the single-family residence at 10311 Rougemont
Rd., Bahama, NC 27503 on the sites listed in Condition II.4. [15A NCAC 02T .0601]
7. The Permittee shall not allow vehicles or heavy machinery on the irrigation area, except during
equipment installation or maintenance activities. [15A NCAC 02T .0608(d)]
8. The Permittee shall prohibit public access to the wastewater treatment and irrigation facilities through
lockable treatment units, and fencing around the irrigation sites. [15A NCAC 02T .0605(i)]
9. The Permittee shall dispose or utilize generated residuals in a Division -approved manner. [ 15A NCAC
02T .1100].
10. The Permittee shall not divert or bypass untreated or partially treated wastewater from the subject
facilities. [15A NCAC 02T .0605(f)]
WQ0024720 Version 3.0 Shell Version 181105 Page 4 of 8

IL Pump tanks shall have audible and visual alarms external to any structure. [15A NCAC 02T .0605(n)]
12. The Permittee shall line any excavation into bedrock with a 10 millimeter synthetic liner. [I 5A NCAC
02T .0605(d)]
13. Metering equipment shall be tested and calibrated annually. [15A NCAC 02T .0608(c)]
14. The Permittee is responsible for the operation and maintenance of the wastewater treatment and
irrigation system including the following:
a. Inspect the septic tank annually, and pump out solids as needed. Inspect and clean the septic tank
effluent filter annually.
b. Inspect the tablet chlorinator weekly. Add wastewater grade chlorine tablets (e.g., calcium
hypochlorite) as needed. Swimming pool grade chlorine tablets are not acceptable.
c. Inspect all storage tanks, pumps, and alarms monthly. Remove the floating scum layer in all
pump/storage tanks when pumping the septic tank solids out.
d. Inspect the spray irrigation system monthly to verify: proper operation of the spray heads; that there
are no leaks; that vegetative growth does not obstruct the spray heads; that the irrigated wastewater
is not ponding in or running off the designated irrigation area; and that there are no objectionable
odors.
[I 5A NCAC 02T .0608]
IV. MONITORING AND REPORTING REQUIREMENTS
1. The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
facility's impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. Noncompliance Notification:
The Permittee shall report to the Raleigh Regional Office, telephone number [phone], within
24 hours of first knowledge of the following:
a. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of
adequate wastewater treatment.
b. Any facility failure resulting in a discharge to surface waters.
c. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
d. Ponding in or runoff from the irrigation sites.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Raleigh Regional Office within five days
of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to ensure
the problem does not recur. [15A NCAC 02T .0108(b)(1)(A)]
WQ0024720 Version 3.0 Shell Version 181105 Page 5 of 8

V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the wastewater
treatment and irrigation facilities. [15A NCAC 02T .0608(f)]
2. The Permittee shall inspect the wastewater treatment and irrigation facilities to prevent malfunctions,
facility deterioration, and operator errors that may result in discharges of wastes to the environment,
threats to human health, or public nuisances. The Permittee shall maintain an inspection log that
includes the date and time of inspection, observations made, and maintenance, repairs, or corrective
actions taken. The Permittee shall maintain this inspection log for a period of five years from the date
of the inspection, and this log shall be made available to the Division upon request. [15A NCAC 02T
.0608(e), 02T .0608(f)]
3. Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the wastewater treatment and irrigation facilities permitted herein
at any reasonable time for determining compliance with this permit. Division authorized
representatives may inspect or copy records maintained under the terms and conditions of this permit,
and may collect groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [I 5A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted facilities change ownership, or the Permittee changes their name, the Permittee shall
submit a permit modification request on Division -approved forms. The Permittee shall comply with
all terms and conditions of this permit until the permit is transferred to the successor -owner. [G.S. 143-
215.1(d3)]
6. The Permittee shall retain a set of Division -approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0105(o)]
7. The Permittee shall maintain this permit until the proper closure of all facilities permitted herein, or
until the facilities permitted herein are permitted by another authority. [15A NCAC 02T .01050)]
WQ0024720 Version 3.0 Shell Version 181105 Page 6 of 8

8. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
.whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02T;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
i. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants;
d. the Permittee's failure to pay the annual fee for administering and compliance monitoring; or
e. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[15A NCAC 02T .0110]
9. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not
occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.6B, or under Federal law that would otherwise be
prosecuted under G.S. 143-215.6B, and all appeals of this conviction have been abandoned or
exhausted.
b. The Permittee or any parent, subsidiary, or other affiliate ofthe Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee.
[ 15A NCAC 02T .0120(b), 02T .0120(d)]
10. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee.
[ 15A NCAC 02T .0120(c)]
Permit issued this the T" day of May 2019
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
P
,?Linda Culpepper, Director
Division of Water Resources
By Authority of the Environmental Man ent Commission
Permit Number WQ0024720
WQ0024720 Version 3.0 Shell Version 181105 Page 7 of 8

Permit No. WQ0024720 Single -Family Residence Wastewater Irrigation System
Billy T. Herndon May 7, 2019
10311 Rougemont Rd. SFR Durham County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
1, , as a duly licensed North Carolina Professional
Engineer, having ❑ periodically ! ❑ fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02T, this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in the
attached as -built drawings.
Description of variations:
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
DOCUMENTATION, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
NON -DISCHARGE BRANCH
By U.S. Postal Service By Courier/Special Delivery
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
WQ0024720 Version 3.0 Shell Version 181105
Page 8 of 8

State of North Carolina
Department of Environmental Quality
Division of Water Resources
SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEM
Division of Water Resources OPERATION AND MAINTENANCE AGREEMENT
FORM: SFRWWIS-O&M 09-18
Permit No. WQ0024720
Permittee: Billy T. Herndon (i.e., all deeded property owners)
County: Durham
The Permittee agrees to operate and maintain the single-family residence wastewater treatment and irrigation system as
follows:
1. Inspect the septic tank annually, and pump out solids as needed.
2. Inspect and clean the septic tank effluent filter annually. (if applicable)
3. Inspect the tablet chlorinator weekly. Add wastewater grade chlorine tablets (e.g., calcium hypochlorite) as needed.
Swimming pool grade chlorine tablets are not acceptable. (if applicable)
4. Inspect the ultraviolet disinfection unit weekly. Clean or replace the lamps and quartz sleeves as needed. (if
applicable)
5. Inspect all storage tanks, pumps, and alarms monthly. Remove the floating scum layer in all pump/storage tanks
when pumping the septic tank solids out.
6. Inspect the spray irrigation system monthly to verify: proper operation of the spray heads; that there are no leaks;
that vegetative growth does not obstruct the spray heads; that the irrigated wastewater is not ponding in or running
off the designated irrigation area; and that there are no objectionable odors. (if applicable)
7. Inspect the drip irrigation system monthly to verify: proper operation of the drip lines; that there are no leaks; that
vegetative growth does not obstruct the drip emitters; that the irrigated wastewater is not ponding in or running off
the designated irrigation area; and that there are no objectionable odors. (if applicable)
8. Maintain a set of Division -approved engineering plans and specifications.
9. Pay the required annual fee.
10. Request renewal of this permit on Division -approved forms no later than 180 days prior to expiration.
11. Sign and provide a Change of Ownership application to any future owner of the single-family residence wastewater
treatment and irrigation system for their completion and submission to the Division of Water Resources.
We understand the above requirements and agree to these terms as part of the issued permit.
t
Signature: i 1= t " ' Date: y
Signature: Date:
Signature: Date:
Signature: Date:
All deeded property owners shall sign this Operation and Maintenance Agreement
FORM: SFRWWIS-O&M 09-18 Page i of 1

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Mail to: D. T. Glosson Construction, Inc., P.O. Box 179, Rougernont, NC 27572
Prqk-nd by; Roma J. Freenm, Jr.
NORTH CAROLINA
MIMI
DANIEL T. GLOSSON, President of D. T. Glosson Construction, Inc., hereby
files this ASlidavit for the purpose of placing the State of North Carolina, Department of
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1, a Notary Public in and for said County and State, do hereby certify that Daniel
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,fare ping instrument,
ess my hand and official swup or sea], this, the 2—o dayoflune,2005.
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liff 1111107KIIIZ111 I I t 11111111111 111111
eneral Statutes of ilorth Carolina as
amended, and other applicable Laws, Rules, and Regulations
A T. Glosson Construction, Inc.
Durham County
construction and operation of a 480 gallon per day (GPD) surface irrigation wastewater treatment and
disposal system consisting of a 1,250 gallon baffled septic tank with effluent filter; a distribution box
followed bil two 210 sxuare foot subsurfa -w-Y IVIR2
chamber with a minimum of 30 minutes contact time; a 1,750 gallon storage tank, a 2,580 gallon pump
tank (with floats set to provide a minimum net storage of 2400 gallons) with a 18 gallon per minute
(GPM) pump; high water visual and audible alarms; an automatic rain shut-off device and soil moisture
monitoring device; 12,682 square feet of spray irrigation area with eight (8) 1.19 GPM sprinklers with
effective diameters of 46 feet; and all associated piping and appurtenances, to serve the residence at the
intersection of Rougemont and Hopkins Roads with no discharge of wastes to the surface waters,
pursuant to the application received December 7, 2004, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until July 31, 2010 and shall be subject to
the following specified conditions and limitations:
1. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. If this project is to be completed in phases and partially certified ypi
shall retain the responsibility, to track further construction approved under the same permit and
shall provide a - final certificate of completion once the entireprojecthas been coLnpleted. Mail
the Certification to the Land Application Unit, 1636 Mail Service Center, Raleigh, NC 27699-
1636.
The Raleigh Regional Office, telephone number (919) 5714700, shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that an in -place inspection
can be made. Such notification to the regional supervisor shall be made during the normal
office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.

2, Upon classification of the wastewater treatment and surface irrigation facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee
shall designate and employ a certified operator to be in responsible charge (ORC) and one or
more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC
8G .0201. The ORC •shall visit the facilities in accordance with 15A NCAC 8G .0204 or as
specified in this permit and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
6. The application rate shall not exceed a cumulative loading of 22.48 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.28 inches per hour.
7. The facilities shall be effectively maintained and operated as a non -discharge system to prevent
the discharge of any wastewater resulting from the operation of this facility.
8. No type of wastewater other than that from the residence at the intersection of Rougemont and
Hopkins Roads shall be sprayed onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
10. The irrigation field shall be fenced with at least a two -strand wire fence.
11. Wastewater treatment units open to the atmosphere shall have restricted access and pump
control panels shall be locked.
12. The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The septic tank
effluent filter shall be checked and cleaned at the same frequency of the septic tank.
b. The tablet chlorinator shall be checked every week. Tablets shall be added to provide
proper chlorination,
c. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same interval as the septic tank is cleaned out.
d. The system shall be inspected monthly to make certain of the proper operation of the spray
head(s), that the vegetative growth allows a proper spray pattern, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no
objectionable odors are being generated.
Ill. MONITORING AND REPORTING REQUIREMENTS
I. Any monitoring deemed necessary by the Division to insure surface and ground water
protection will be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and irrigation
area, as required in Condition 11(12) for a minimum of five years. This information shall be
provided to the Division upon request.

7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation
and Maintenance Agreement" previously signed by the Permittee,
8. The Permittee shall retain a set of approved plans, specifications and operation and
maintenance manual of the subject facility for the life of the project.
9. The Permittee shall pay the annual administering and compliance fee within 30 days of being
billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate
action to revoke this permit as specified by 15A NCAC 2H .0205 (c)(4).
10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the Permit for such period of time and
under such conditions and limitations, as it may deem appropriate.
Permit issued this the 10th day of August, 2005
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Maria

Mr. Daniel Glosson
P.O. Box 179
Rougemont, NC 27572
Disposal Method: SPRAY IRRIGATION
County: Durham Permit No.
I agree to operate and maintain the wastewater treatment system as follows:
1) The Permittee is responsible for the operation and maintenance of the entire treatment and disposal system
including, but not limited to, the following items:
a) The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be checked
and cleaned at the same frequency of the septic tank.
b) Check one:
The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide proper
chlorination.
o The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned and/or
replaced to ensure proper disinfection.
c) The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be removed at the
same time interval as the septic tank is pumped out.
d) The irrigation system shall be inspected monthly to make certain of proper operation, that vegetative
growth does not interfere with the system inspection or operation, that the soil is assimilating the disposed
treated wastewater with no surface runoff, and that no objectionable odors are being generated.
2) Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
3) Failure to meet the permit conditions or violation of the State's surface or groundwater regulations will require
evacuating the dwelling and may void the permit.
I understand the above requirements and agree to these terms as part of the issued pen -nit.
Signature: Date:
Daniel Glosson
Notary Seal
Notary Signature: My Commission Expires:

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Cody & Joy Parker
10311 Rougemont Road
Durham 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]

Book9563 - Page 375 Page 1 of 2
For Registration Sharon A. Davis
Register of Deeds
Durham County, NC
Electronically Recorded
2021 Dec 17 09:55 AM
Book: 9563 Page:375
NC Rev Stamp: $ 200.00 Fee: $ 26.00
Instrument Number: 2021064212
DEED
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $200.00
Parcel Identifier No.: 189425
Mail after recording to: Cody Parker and Joy Parker, 2537 Barwick Dr., Durham, INC 27704
This instrument was prepared by: Mann, McGibney, & Jordan, 16 Consultant Place, Suite 101, Durham, NC 27707
Brief Description from the Index: 10311 Rougemont Road
THIS DEED made this 10th day of December 2021 by and between
GRANTOR
Billy T. Herndon, an unmarried person
203 Kinross Court
Durham, NC 27712
GRANTEE
Cody Parker and Joy Parker, a married couple
Property Address:
10311 Rougemont Road
Bahama, NC 27503
Mailing Address: 2537 Barwick Dr. Durham, INC 27704
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 or near the City/Town of Bahama, Durham County, North Carolina and more
particularly described as follows:
Lying at the northwestern intersection of Rougemont Road (SR 1465) and George Hopkins Road (SR
1466), and Being that 9.91 acre tract shown on a plat entitled Survey for Rachel Harris Heirs, said plat
being duly recorded in Plat Book 123 at Page 143 in the Office of the Register of Deeds of Durham
County, to which plat reference is hereby expressly made for a more particular description of same.
Property Address: 10311 Rougemont Road, Bahama, NC 27503
The property herein described is or ❑ is not the primary residence of the Grantors.
The property herein described was acquired by Grantor by instrument recorded in Book , Page , Durham County
Registry.
submitted electronically by "Mann, McGibney & Jordan, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Durham County Register of Deeds.
NC Bar Association Form No, 3 O 1976, Revised ❑ 1/I/2010
Printed by Agreement with the NC Bar Association

Book9563 - Page 376 Page 2 of 2
A map showing the above described property is recorded in Plat Book 123, Page 14.3 and referenced within this
instrument.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging
to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter
stated.
Title to the property hereinabove described is subject to the following exceptions:
Easements, Restrictions and Rights of Way of record.
Property taxes for current and subsequent years.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand, or if corporate, has caused this to be signed in its
corporate name by its duly authorized officers by authority of its Board of Directors, the day and year first above
written.
zf
Billy T. i4crndon
STATE OF
COUNTY OF
I. Clkj I (i rt; ��,1S *t ~ Notary Public, do hereby certify that Billy T. Hemdon personally appeared
before me this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal this ICl' day of �, 2021.
JP10 " /L 5'1'
Official Signature of Notary ,- -1
Printed or typed name of Notary Gloria Roberts Hussey
My Commission Expires: D 3 _pg _ aD A 1 NOTA" PUBUC;
1 Durham County. NC
NC Bar Association Form No. 3 ❑ 1976, Revised ❑ 11112010
Printed by Agreement with the NC Bar Association

Cody & Joy Parker
10311 Rougemont Road
Durham County, North Carolina
Irrigation Site Engineering Plans (Duane K.
Stewart & ASSOCIATES, INC.)
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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10311 Rougemont Road
Durham County, North Carolina
Treatment System Engineering
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Cary, North Carolina 27513
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Morrisville, North Carolina 27560
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Cody & Joy Parker
10311 Rougemont Road
Durham County, North Carolina
"A ' S ecifications
S S / '
SEAL =_
- 0
051201 -�
FtiG I N EEP��P
STOPH
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 for Specifications
Excavation and Backfilling...........................................................................................................1
Septic, Recirculation, and Field Dosing Tank Installation and Testing...................................2
Piping Installation and Testing.....................................................................................................4
E-Z Treat Dosing Pump...............................................................................................................4
FieldDosing Pump........................................................................................................................4
EZ Treat Combo Control Panel...................................................................................................4
E-Z Treat Treatment Unit Installation........................................................................................5
EffluentBypass Valve....................................................................................................................5
Ultraviolet Disinfection Unit.........................................................................................................5
RainSensor....................................................................................................5

Project Specifications
Excavation and Backfilling
1. Excavated materials acceptable as backfill shall be stockpiled in a location approved by the
Owner. The materials shall be located away from the edge of any excavations. Excavated
materials shall not be stored within the driplines of existing trees.
2. All open excavations shall be barricaded when construction in the area has stopped. Night
barricading should include posted warning lights.
3. Protect existing structures, utilities, sidewalks, pavement, and other facilities from damage
caused by settlement, lateral movement, undermining, washout, and other hazards created by
earthwork operations. Protect root systems from damage or dry -out to the greatest extent
possible.
4. Soil materials shall be free of boulders, roots, sod, organic matter, and frozen material.
5. Bedding materials for pre -cast concrete structure installation shall be #57 washed stone to the
dimensions and depth shown on the construction drawings.
6. All excavation is unclassified and includes excavation to subgrade elevations indicated on the
construction drawings regardless of character of materials and obstruction encountered. In the
event that rock is encountered, the Contractor shall remove it at no additional cost to the owner.
7. Stability of excavations shall be maintained by sloping of the sides and shall comply with local
codes, ordinances, and requirements of agencies having jurisdiction. Where space restrictions
prevent sloping of the sides, shoring and bracing of the walls shall be employed in full
compliance with OSHA requirements. In the case of pipe installations, sheeting shall remain
in place until backfilling progresses to a stage where no damage to the pipe will result from
removal.
8. The Contractor shall attempt to prevent surface and subsurface water from flowing into
excavations. The Contractor shall provide equipment, materials, and work necessary to
dewater any accumulation of water in the excavation to prevent softening of the soils,
undercutting of footings, and changes to the soils detrimental to the stability of the
improvements.
9. Excavations for structures shall conform to dimensions and elevations shown on the
construction drawings within a tolerance of plus or minus 0.10 feet and to the standards of
ASTM C891-90.
10. Backfill shall be installed to excavated spaces in 8-inch lifts and tamped by hand or
pneumatically around pipe or structures. Tamping shall be performed evenly on both sides of
Cody & Joy Parker
Surface Spray Irrigation with E-Z Treat (Conversion)
MacConneU & Associates, P.C. Project No.: A08501.00

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.
Septic, Recirculation, and Field Dosing Tank Installation and Testing
1. Septic tanks shall conform to criteria in 15A NCAC 18A .1952-.1954. The septic,
recirculation/ field dosing tanks should be installed on a 6-inch minimum layer of No. 57
washed stone aggregate.
2. Place bell ends of pre -cast sections or the groove end of the concrete facing down. In
preparation for making joints, all surfaces of the portion of the section to be jointed and the
factory -made jointing materials shall be clean and dry. Each joint, seam, and pipe penetration
inside and outside of joints shall receive liberal applications of non -shrink grout as well as
liberal amounts of bitumastic waterproof sealant.
3. Lifting holes and other penetrations of the pre -cast structure wall shall be sealed with
nonshrinking grout. Pipe connections shall be made so that the pipe does not project beyond
the inside wall of the structure. Grout connections as necessary to make smooth and uniform
surfaces on the inside of the structure.
4. Before placing any tank into operation, remove any dropped grout, sand or other imperfections
and obstructions from the interior of the structure. Specifically, the inside walls of the tank
shall be smooth and uniform. Smooth -finish inverts so that wastewater flow is confined and
directed through the inlet and outlet pipes with easy transition.
5. Tanks shall be backfilled in accordance with the applicable specifications herein before
described.
6. All pipe penetrations shall be through Press -Seal Cast -A -Seal 402 rubber connectors or
approved equal.
Cody & Joy Parker
Surface Spray Irrigation with E-Z Treat (Conversion)
MacConneU & Associates, P.C. Project No.: A08501.00
2

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 — 68, 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.
Cody & Joy Parker
Surface Spray Irrigation with E-Z Treat (Conversion)
MacConnell & Associates, P.C. Project No.: A08501.00
3

Piping Installation and Testing
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) Sta-Rite Step 30 1/2 horsepower pump. Dispersal
control panel, done by others.
Field Dosing Pump
1. The field dosing pump shall be as specified by others. A Sim/Tech Filter 15 x 48 Pump Screen.
EZ Treat Combo Control Panel
1. The control panel shall be E-Z Treat Simplex Control Panel provided by E-Z Treat.
2. The control panel shall be in a NEMA 4X enclosure, installed in accordance with the
manufacturer's recommendations, and within 10 feet of the E-Z Treat treatment unit.
3. No splices may be placed in the pump tank or riser. All splices shall be made above ground in
a plastic NEMA 4x junction box.
4. Control and alarm circuits shall be on separate circuits.
5. RMSYS telemetry control panel or equal shall be connected to a phone line. If the local health
department does not have access to the RMSYS website, a direct interface must be provided.
System operator must be able to access the panel directly on site and shall be available with a
24 hour notice to the county in the event a direct connection is necessary.
6. The audible/visual alarms shall be external to any structure.
Cody & Joy Parker
Surface Spray Irrigation with E-Z Treat (Conversion)
MacConneU & Associates, P.C. Project No.: A08501.00

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.
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.
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).
Cody & Joy Parker
Surface Spray Irrigation with E-Z Treat (Conversion)
MacConnell & Associates, P.C. Project No.: A08501.00
5

Cody & Joy Parker
10311 Rougemont Road
Durham County, North Carolina
Engineering Calculations
of E s s
SEAL
➢', 051201 Q
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 (19000 STB-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
9.00
feet
Width of Tank B
4.42
feet
Height of Tank Excluding Lid (C) - This value includes the
5.25
(feet)
base thickness but excludes the lid thickness.
Depth of Bury (Y) - This measurement extends from the
1.50
(feet)
round level to the to 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
4.92
(feet)
ofC -E.
Add concrete inside the tank to make thicker base?
0.00
(feet)
If yes, how much? (U) If no, enter a value of 0. Please note:
The value entered must be less than the inside height of the
tank.
Increase Thickness of the Base:
Initial Base Thickness - This measurement is the value of E.
0.33
(feet)
Add concrete below the base of the tank to make thicker
base?
0.00
(feet)
If yes, how much? F If no, enter a value of 0.
Create Lip:
Extend the base horizontally to create a lip? - The lip will be
the thickness of E plus F, below, and it will extend this
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.
5.58
(feet)
This is equivalent to the sum of L, C - E, E, and F.
Final Inside Height of Tank - This measurement is the value
4.92
(feet)
ofC -E -U.
Final Volume of Tank
163.80
cf
Final Volume of Tank
1225.27(gallons)
Unit Weights
Unit Weight of Water
62.40
Ib/cf
Unit Weight of Dry Soil
110.00
Ib/cf
Unit Weight of Submerged Soil
47.60
(lb/cf)
Unit Wei ht of Saturated Soil
120.00
Unit Wei ht of Concrete
150.00cf
id
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
(Ib)
due to P
Wei ht of concrete removed due to lid hole
311
Ib
Soil and Concrete Weights
Weight of Soil on Lid
2390
ht of Soil on Li
0Wei
TbWei
ht of Lid Alone
1657
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
8390
(Ib)
tank (U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.
Water in Tank
Water Level in Tank - Please note: The value entered must
0.00
(feet)
be less than the final inside height of the tank.
Wei ht of Water in Tank
0(lb)
Weight of System Components
Total Weight of Soil on Tank
2390(lb)
Total Weight of Concrete
8390
Ib
Total Weight Tank, Water in Tank, and Soil
10780(lb)

Sliding Resistance
Specific Gravity of Soil, SG
2.75
Friction Factor Found in Table 1), f
0.30
Void Ratio Found in Table 3), e
0.85
Ratio of Lateral to Vertical Earth Pressure (Found in Table 2),
Ka
0.33
ISlicling Resistance
15759
Ib
Uplift Force
Uplift Force
13840.63
Ib
Safety Factor
1.50
Uplift Force with Safety Factor
20760.95
Ib
Additional Ballast Required NONE (ib)

Recirculation Tank (1,000 PT 237)
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
30.00
(inches)
blank.
Lid Hole Diameter (1-13) - If tank has only one hole, leave
0.00
(inches)
blank.
Length of Tank A
7.79
feet
Width of Tank B
4.96
feet
Height of Tank Excluding Lid (C) - This value includes the
4.50
(feet)
base thickness but excludes the lid thickness.
Depth of Bury (Y) - This measurement extends from the
1.70
(feet)
round level to the to 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
4.17
(feet)
ofC -E.
Add concrete inside the tank to make thicker base?
0.00
(feet)
If yes, how much? (U) If no, enter a value of 0. Please note:
The value entered must be less than the inside height of the
tank.
Increase Thickness of the Base:
Initial Base Thickness - This measurement is the value of E.
0.33
(feet)
Add concrete below the base of the tank to make thicker
base?
0.00
(feet)
If yes, how much? F If no, enter a value of 0.
Create Lip:
Extend the base horizontally to create a lip? - The lip will be
the thickness of E plus F, below, and it will extend this
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(gallons)
Unit Weights
Unit Weight of Water
62.40
Ib/cf
Unit Weight of Dry Soil
110.00
Ib/cf
Unit Weight of Submerged Soil
47.60
(lb/cf)
Unit Wei ht of Saturated Soil
120.00
Unit Wei ht of Concrete
150.00cf
id
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
403
Ib
Soil and Concrete Weights
Weight of Soil on Lid
2475
ht of Soil on Li
0Wei
TbWei
ht of Lid Alone
1529
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
7289
(Ib)
tank (U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.
Water in Tank
Water Level in Tank - Please note: The value entered must
0.00
(feet)
be less than the final inside height of the tank.
Wei ht of Water in Tank
0(lb)
Weight of System Components
Total Weight of Soil on Tank
2475(lb)
Total Weight of Concrete
7289
Ib
Total Weight Tank, Water in Tank, and Soil
9764(lb)

Sliding Resistance
Specific Gravity of Soil, SG
2.75
Friction Factor Found in Table 1), f
0.30
Void Ratio Found in Table 3), e
0.85
Ratio of Lateral to Vertical Earth Pressure (Found in Table 2),
Ka
0.33
ISlicling Resistance
12753
Ib
Uplift Force
Uplift Force
11651.92
Ib
Safety Factor
1.50
Uplift Force with Safety Factor
17477.88
Ib
Additional Ballast Required NONE (ib)

Field Dosing Tank (4,500 PT H2O-506)
Basic Dimensions
Lid Thickness L
0.58
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
13.92
feet
Width of Tank B
6.50
feet
Height of Tank Excluding Lid (C) - This value includes the
9.08
(feet)
base thickness but excludes the lid thickness.
Depth of Bury (Y) - This measurement extends from the
1.50
(feet)
round level to the to of the lid.
Wall Thickness T
0.50
feet
Base Thickness E
0.58
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
8.50
(feet)
ofC -E.
Add concrete inside the tank to make thicker base?
0.00
(feet)
If yes, how much? (U) If no, enter a value of 0. Please note:
The value entered must be less than the inside height of the
tank.
Increase Thickness of the Base:
Initial Base Thickness - This measurement is the value of E.
0.58
(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
0.58
(feet)
and F.
Lip Thickness - This measurement is the sum of E and F.
0.58
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.
9.67
(feet)
This is equivalent to the sum of L, C - E, E, and F.
Final Inside Height of Tank - This measurement is the value
8.50
(feet)
ofC -E -U.

Final Volume of Tank
1 603.85MI
Final Volume of Tank
4517.14
Unit Weights
Unit Weight of Water
62.40
Ib/cf
Unit Weight of Dry Soil
110.00
Ib/cf
Unit Weight of Submerged Soil
47.60
(lb/cf)
Unit Wei ht of Saturated Soil
120.00
Ib/cf
Unit Weight of Concrete
150.00
Ib/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
thicker base (Weight of extra concrete due to F
0
(lb)
Weight of extra concrete due to lip (Weight of extra concrete
0
(lb)
due to P
Weight of concrete removed due to lid hole
550(lb)
Soil and Concrete Weights
Weight of Soil on Lid
6459(lb)
Weight of Soil on Lip
0(lb)
Weight of Lid Alone
7365(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
40037
(Ib)
tank (U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.
Water in Tank
Water Level in Tank - Please note: The value entered must
0.00
(feet)
be less than the final inside height of the tank.
Weight of Water in Tank
0(lb)
Weight of System Components
Total Weight of Soil on Tank
6459
Ib
Total Weight of Concrete
40037
Ib
Total Weight Tank, Water in Tank, and Soil
46495(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
a
LlRatio of Lateral to Vertical Earth Pressure (Found in Table 2),
0.33
idin Resistance
59655(lb)

Uplift Force
Uplift Force
1 54564.47
Ib
Safety Factor
1 1.50
Uplift Force with Safety Factor
1 81846.70
Ib
Additional Ballast Required NONE (Ib)

MacConnell & Associates, P.C.
Project:
Surface Spray E-Z Treat System
Project Number: A08501.00
Location:
Durham County, North Carolina
Subject:
Septic Tank/E-Z Treat Filter/Drip Irrigation Design
Date:
July 26, 2022
Assumptions 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
4.0 Rooms
120 GPD
480.0 GPD
0 %
480.0 GPD
Minimum Septic
Design Daily Tank Volum Minimum Recirculation/Pump
Flnw(vnd) (gallons) Tank Vnlume (gallons)** Nnmher of MMia Pads
< 480
1,000
1,250
1 Model 600 pod
4 Bedrooms
1,000
1,81111
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: 1000.0 Gallons
Septic Tank Volume Provided: 1000.0 Gallons
Septic Tank storage and effective volume calculations:
Septic Tank Total Void Volume = L * W * D:
Tank length:
8.0 foot
Tank Width:
3.8 foot
Tank Depth:
5.2 foot
Total Void Volume:
1172.3 Gallons
Septic Tank Effective Volume = L * W * Lowest Invert To Tank Bottom:
Tank length:
8.0 foot
Tank Width:
3.8 foot
Lowest Invert:
4.5 foot
Effective Volume:
1021.0 Gallons
Septic Tank Storage per Bedroom: 255.3 Gallons
Septic Tank Storage/Detention: 2.1 Days
Note:
Input
Calculated
Given
15A NCAC 18A .1949
15A NCAC 18A .1949
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:
16.0 Minutes
Given
E-Z Treat Re -Circulation Cycles per Day:
77.8 Cycles
Time per Day / Time per Cycle
Total E-Z Treat Flow per Day:
2646.5 Gallons
E-Z Treat Volume/Dose x Cycles/Day
E-Z Treat Re -Circulation Ratio:
5.5
E-Z Treat Flow per Day / ADF
Denitrification Gallons Returned:
778.4 GPD
Denitrification Return Setting:
4.0 GPM
E-Z Treat Surface Area:
28.9 ft2
E-Z Treat Loading Rate:
16.6 GPD/ft2
ADF/Surface Area
E-Z Treat Recirculation Pump Selection Shall Be As Shown On Drawings.
Minimum Pump/Re-Circulation Tank Volume Required: 1800.0 Gallons
Recirculation Tank Volume Provided: 1000.0 Gallons
Field Dosing Tank Provided: 4500.0 Gallons
Pump/Re-Circulation Tank Volume Provided: 5500.0 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:
1013.2 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 To 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:
12.7 foot
Tank Width:
5.5 foot
Tank Depth:
8.5 foot
Total Void Volume:
4429.4 Gallons
Field Dosing Tank Effective Volume To Tank Bottom = L * W * Lowest Invert To Tank Bottom:
Tank length: 12.7 foot
Tank Width: 5.5 foot
Lowest Invert To Tank Bottom: 7.8 foot

Effective Volume:
4082.0 Gallons
Field Dosing Tank Effective Volume To Pump Off = L * W * Lowest Invert To Pump Off:
Tank length: 12.7 foot
Tank Width:
Lowest Invert To Pump Off:
Effective Volume:
Days of Field Dosing Storage (Void Volume/ADF):
Total System Effective Storage =
5.5 foot
6.3 foot
3300.3 Gallons
6.9 Days >5days per 15A NCAC 02T .0605(m)
4787.4 Gallons
Field Dosing Tank Total Volume: 4500.0 Gallons

MacConnell & Associates, P.C.
Project: Surface Spray E-Z Treat System
Project Number: A08501.00
Location: Durham County, North Carolina
Subject: E-Z Treat Treatment Calculations
Date: July 26, 2022
Assumptions And Calculations:
Notes:
Input
Calculated
Influent Characteristics:
BOD (5-Day):
300 mg/I
From EPA Design Manual
TSS:
300 mgQ
From EPA Design Manual
NH3:
25 mg/I
N-Organic:
34 mgQ
TKN:
59 mgQ
N-Organic + NH3
NO3 + NO2:
1 mgQ
TN:
60 mgQ
TKN + NO3 + NO2
Total Coliforms:
75,000,000 Number
From NSF 350 Approval
Effluent Limits:
Biochemical Oxygen Demand (BOD5):
<30 mgQ.
Proposed Effluent Limit per 15A NCAC 02T .0605
Total Suspended Solids (TSS):
<30 mgQ.
Proposed Effluent Limit per 15A NCAC 02T .0605
Ammonia Nitrogen - NH4-N
<15 mgQ.
Proposed Effluent Limit per 15A NCAC 02T .0605
Total Nitrogen (TN)
<20 mgQ.
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:
Design:
BOD Removal:
60.0 Percent
Given
TSS Removal:
70.0 Percent
Given
NH3 Removal:
0.0 Percent
Given
N-Organic Removal:
35.0 Percent
N-Organic Converted to NH3:
50.0 Percent
NO3 + NO2 Denitrified:
90.0 Percent
Total Coliforms Removal:
50.0 Percent
Septic Tank Effluent Concentrations:
BOD (5-Day):
120.0 mgQ
Concentration - Percent Removed
TSS:
90.0 mgQ
Concentration - Percent Removed
NH3:
42.0 mgQ
Concentration - Percent Removed + N-Organic Converted to NH3
N-Organic:
17.0 mgQ
Concentration - Percent Removed - N-Organic Converted to NH3
TKN:
59.0 mgQ
N-Organic + NH3
NO3 + NO2:
1.0 mgQ
NO3 + NO2 Effluent + Return from Recite Tank - Denitrified
TN:
60.0 mg/l
TKN + NO3 + NO2
E. Coliforms:
37,500,000.0 /100 ml
Concentration - Percent Removed
Media Filters (E-Z Treat Pod):
BOD Removal:
95.0 Percent
Given
TSS Removal:
95.0 Percent
Given
NH3 Removal (to Air):
2.0 Percent
Given
NH3 Nitrified to NO3 + NO2 :
95.0 Percent
Given
N-Organic Converted to NH3:
95.0 Percent
NO3 + NO2 to Septic for Denitrification:
90.0 Percent
E. Coliforms Removal:
50.0 Percent

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

Cody & Joy Parker
10311 Rougemont Road
Durham County, North Carolina
Equipment
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MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Suite 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

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CPS) CASTA-SEALS 402/402F
Submittal Specification
A flexible pipe-IDArtcture connector shah be employed in the
connection of the sanitary sewer pipe to precast structures. The oonnedor
snail be CAST- 8EAL9 4DW402F as manufactured by Press -Sed
Corporation, Fort Wayne, Indiana, or approved equal. The owector shall
be the sole elmm t relied on to assure a ttfflibie, watertight seal of the pipe
to the precast structure. The canner shall consist of a rubber gasket and
an a temal take-up damp.
The rubber gasket element shall be constructed solely of syn-
thetic or natural rubber, and shell meet or exceed the physical property
requirements of ASTM C 923,
The external take-up damp shall be constructed of Series 300
non-magneffc stainless steel and shall utilize no welds in its construc-
tion. The damp shaA be installed by torquing the adjusting screw using a
PRODUCT
SPECIFICATION
and SELECTION
torque-sefting wrench available from the connector manufacturer.
Selection of the propersiae connedw far the structure and pipe
requirement, and installatlan thereof, shall be in strict conformance with the
recommandaiioris of the wwocdor manufacturer- Any dead end pipe stubs
Installed in wrinectorsshall be restralnad from movement per ASTM C 923.
The finished connection shall provide sealing to 13 psi (minl-
mum) and shag aommmadate deflection of the pipe to 7 degrees (mini-
mum) without loss of seal.
Vacuum testing shag be conducted in strict conformance with
ASTM C 1244 prior to badcfi 11. Other testing shag be conducted in strict
cordormance with the requirements of the connector rrlavlufactluer.
CAST-"FAL 402
PIPE SIZE
PIPE O.D. RANGE
WALL THICKNESS' APPIL
452.0250
1.25 - 2' (31 - 51 MM)
1,5' - 2.75' P8 - 70 ni"
2.5- - S• (64 -160 mm) STANDARD
lA�9vr7 1)
* '2S' f3t,{'�{.�:1512pmj' 1
452A402F1
4• (100 mrnj
4.2' - 4.7' (107 -119 mm)
2.5'- 4,0• (64 -102 mm) Cbs.7,7
=;FwA
gIACAS
ADAPTER
3' f75 mm)
3.7.3.6' (87 - In mm)
-- Use with 4' EAL
PRODUCT PERFORMANCE
CAST A-SEAL4O21402F meets anchor exceeds
all requirements of ASTM C 923, including physical prop-
erties of materials and performance testing, including:
13 psi minimum in straight alignment
10 psi at minimum 7°angle
1 D psi minimum under shear load of
15D IbsAn. pipe diameter
CAST -A -SEAL 402/402F meets and/or exceeds the
reguirerrierits of the following Stondardrs, Specifics-
tions, Codes, and Test Methods:
• ASTM C 923 Standard SpearTrrat/on torReslliant Connectors
Between Refntorced Concrete Aranhofe SGvctures, ✓`'ipes,
and Laterals
ASTM C 1644 Standard Spedketim forResFfient
Connecim Between Reir cared Cbm:r to On -Site
Wastewater Tanks and Pipes
• ASTM C 1478 Standard Spe0caft for Storm train RWNent
Connectors Between Reinforced Concrete Storm Sewer
StructureL, Pipes and Laterars
• ASTM C 1244 Slandard Test Method car Concrete SeAw
Menhares by the Negative AIr Pressure (tfacumn) Test
• MPMOIANSI Z700D Standard for Amrabrkrated Sepdc Tanks
• IAPMOIANSI Zi001 Starrdardfor AWabdwred Gravity
Grease Inkwceptors
• NPCA Rest Practices Manuel for Precast Concrete Orr -Sue
Wastewater Tanks
• NOWRA Model Code Framework
TYPICAL TEST RESULTS far CAST -A -SEAL 4aU402F in hASTM C 1844, C 923, and C 147a)
Test
ASTM Test MetW
Test Requiremants Typical Result
CHEMICAL RESIS.
NO WEIGHT
TANCE; IN SULFURIC
D 534, AT 22-C FOR
NO WEIGHT LOSS LOSS
ACID and 1N
48 HRS
NO WEIGHT LOSS NO WEIGHT
HYDROCHLORIC ACID
LMS
TENSILE STRENGTH
0 412
1200 Psi, MIN, 2100 PSI
D 412
35M MIN. 525%
D 2240 (SHORE A
i5 FROM THE
HARDNESS
DUROMETER)
MANUFACTURER'S c2
SPECIFIED HARDNESS
DECREASE OF 15%,
ACCELERATED
D 573, 70s 1-C
_1395 TENSILE
MAX. OF ORIGINAL CHANGE, -14%
OVEN -AGING
FOR 7 DAYS
ENSILE STRENGTH, DE ELONGATION
CREASE OF 20%, MAX, CHANGE
OF ELONGATION
D 396. METHOD 8,
DECREASE OF 25%,
COMPRESSION TEST
AT 700C FOR 22 HRS
MAX. OF ORIGINAL DE- 13%
FLECTION
D 471 1MME:RSE a75
INCREASE OF 1U%,
WATER ABSORPTION
BY 2-IMSPECIMEN
N DISTILLED WATER
MAX. OR ORIGINAL ay3.30%
AT 70°C FOR 48 hrs
WEIGHT
OZONE RESISTANCE
D 1171
BATING 0 PASS
LOW -TEMP.
BRITTLE POINT
0 746
NO FRACTURE AT 4U'C PASS
YEAR RESISTANCE
D 624, METHOD n
2W LBF/IN. (M1Na 4S0 LBFAN.
Press -Seal believes as infomlatIon is accurate as of its Pubtica ion dale. Infarraadon, spadfieallons, and prices
are ON subject to change without notka. Press-Seai is not responsible for any inadvertent errors. Copyright 2012.
63
Phone; 3 5 PRESS -SEAL CORPORATION
Box (260) 0) 43fi-1908-1908 ProtecUng OurPtarreTs Clean Mter Supply
190 Ara1=2W 9VLgMW • MWEC IMSAa&AEIYrd
Email: sates@press-seaLcom
Web: wwwpress-seat.cnm
o.0

CASTmA-SEA.V 402/402 F
What It
CAST -A -SEAL 402/402F is a watertight
flexible connector that is cast into the structure
when the concrete is poured. The connector is
folded into the casting position and placed on the
reusable heavy-duty solid plastic mandrel that is
installed directly to the form. After the concrete is
cured, the form is opened, removing the mandrel
from the gasket, but leaving the CAST -A -SEAL
4021402F connector embedded in the concrete.
The gasket is then simply unfolded at thejobsite
and is tightened around the pipe using the sup-
plied stainless steel take-up clamp.
CAST -IN BOOT -TYPE
CONNECTOR
for 1-114" to 6"PVC Pipe
(32 mm - 150 mm)
CAST -A SEAL 4021402E meets or exceeds
Why it's Better all requirements of the following Standards,
Codes, Speclficailons and/or Test Methods:
• Simple cast -in design provides flexible
watertight connection.
• Eliminates infiltration and exflltration.
Improves on -site system performance
and minimizes maintenance.
• Protects groundwater from unintended
discharges.
- Use in on -site treatment structures, grease
interceptors, manholes, wet wells, pump
and lift stations, stormwater structures, or
any application requiring a flexible
watertight connector.
ASTM C 1227
1APM0 Z1000
ASTM C 16"
1APM0 Z1001
ASTM C 92.3
NPCA Best Practices
ASTM C 12"
NO WRA Model Code
ASTM
C 1478
Soon fordW Here To Vkw Wre ftb
On MsftdurtOn The M61
#�.1 •
I
•
ii
Pmsa-Seel believes ell Womw9w to accure6e goof its pubhoation date. 6damalion, apedficatlons, and ptfeao
are 31 sut�W to change wiihout notice. PmessSeal is not responsible for any inadvertent errors, CopyfgM 2012.
62
Phone:[phone]s PRESS -SEAL CORPORATION Email- gales@ -se-al.com
Faac [phone] PmfeWng Our Planet's Clean Water Supply Web: wwwpress-seal.com
h4p9p911eaTR�idenp! • JSQ9SCI�YJilcmytila@
kV

E3 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)
s
20" x 6" Riser
20" x 12" Riser
4
20" Lid
24" Riser System
■ 24" x 6" Risers (Green or Black)
■ 24" x 12" Risers (Green or Black)
■ 24" x 18" Risers (Green or Black)
■ 24" Lids (Green or Black)
s
24" x 6" Riser
24" x 72" Riser
24" x 18" Riser
% P 4
Adapter Flange 24" Lid
30" Riser System
■ 30" x 12" Risers (Green or Black)
■ 30" Lids (Green or Black)
30" � 12" Riser
30" Lid
- Adhesive Sealant
- 20"
Locking Rings
20"
Safety Pans
24"
Locking Rings
- 24"
Safety Pans
- 24"
Adapter Rings
30"
Locking Rings

�-' EZset
125 TYR
WALL THICKNESS
.125TYR
WALLTHICKNESS
.125 TYP.
WALL THICKNESS
by INFILTRATOR
20" x 6" Riser Cutaway
24" x 6" Riser Cutaway
24" x 1 S" Riser Cutaway
INFILTRATOR WATER TECHNOLOGIES, LLC ("Infikratoel
EZset by Infiltrator LIMITED WARRANTY
ONE (1) YEAR MATERIALS AND WORKMANSHIP LIMITED WARRANTY
(a) This limited warranty Is extended to the end user of an EZset by Infiltrator riser and fid system and other accessories.
An EZset system manufactured by Infiltrator, when installed and operated in accordance with Inflkrator's Installation
instructions and local regulation by a licensed installer, is warrarrted to you: @ against detective materials and workmanship
for one (1) years after installation. Infiltrator will, at its option, Q repair the defective product or 61) replace the defective
materials. Infiltrator's liability specifically excludes the cost of removal andfar 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.
(a) YOUR EXCLUSIVE REMEDY WRH 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 Or 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.
d4
INFILTRATOR"
systems inc.
4 Business Park Road
P.O. Box 768
Oki Saybrook, CT 06475
860 577-7000 • Fax [phone]
1-800-221-4436
www.infi ltrato rwatercom
125 TYR
WALLTHICKNESS
.125 TYR
WALL THICKNESS
Riser Specifications
20" x 12" Riser Cutaway
24" x 12" Riser Cutaway
ar
3a
2.5 TYP.
WALL THICKNESS
12-n5"
SECTION A -A
SCALE I:6 39tl
32.375
30" x 12" Riser Cutaway
(d) THIS LIMITED WARRANTY IS THE EXCLUSIVE WARRANT`! GIVEN BY INFILTRATOR AND SUPERSEDES ANY PRIOR,
CONTRARY, ADDITIONAL, OR SUBSEQUENT REPRESENTATIONS, WHETHER ORAL OR WRITTEN. INFILTRATOR
DISCLAIMS AND EXCLUDES TO THE GREATEST EXTENTALLOWED BY LAW ALL OTHER WARRANTIES, WHETHER
EXPRESS OR IMPLIED, OR STATUTORY. INCLUDING ANY WARRANTY OF MERCHANTABILITY. FINESSE FOR A
PARTICULAR PURPOSE AND ANY IMPLIED WARRANTIES OTHERWISE ARISING FROM COURSE OF DEALING.
COURSE OF PERFORMANCE, OR USAGE OF TRADE. NO PERSON (INCLUDING ANY EMPLOYEE, AGENT, DEALER. OR
REPRESENTATIVE) IS AUTHORED TO MAKE ANY REPRESENTATION OR WARRANTY CONCERNING THIS PRODUCT,
EXCEPT TO REFER YOU TO THIS LIMBED WARRANTY. EXCEPT AS EXPRESSLY SET FORTH HEREIN, THIS WARRANTY
IS NOT A WARRANTY OF FUTURE PERFORMANCE. BUT ONLY A WARRANTY TO REPAIR OR REPLACE.
(a) YOU MAY ASSIGN THIS LIMITED WARRANTY TO A SUBSEQUENT PURCHASER OF YOUR HOME.
(F) NO REPRESENTATIVE OF INFILTRATOR HAS THE AUTHORITY TO CHANGE THIS UMITED WARRANTY IN ANY
MANNER WHATSOEVER, OR TO EXTEND THIS LIMITED WARRANTY.
CONDITIONS AND EXCLUSIONS
There sm 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 warrardy. They include failure
to Install the EZset system In accordance with hstnretions 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 purcheae to obtain a copy of the applleable warranty, and should camfLiIy mad that
warranty prior to the purchase of an EZset system.
U.S. Patents: 4,759,661; 5.017.041; 5,156,488; 5,336,017; 5.401,116; 5.401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,944 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiftrator,
Equalizer, Qulck4, and SideWincler are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered Trademark in France. Infiltrator Water Technologies, is a registered trademark in Maxioo.
Contour, Microl-eaching, PolyTuff, ChamberSpaeer, MultiPort, PosiLock, QulcloCut, QuickPlay, SnapLock and StralghtLock are trademarks of Infiltrator Water Technologies.
PolyLDk is a trademark cf Polyl-ok, Inc. TUF-TITS is a registered trademark of TUF-TrrE, INC. Ultra -Rib is a trademark of IPEX Inc.
® 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed In U.S.A. SETO1 06131SI

E-Z,C*_REAT
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 Ij
Harsh climates
Nitrogen sensitive areas -
Water Reuse
EnZ�TREAT
Re -Circulating Synthetic Filter
Why Choose E-Z Treat?
o Produces water reuse quality effluent
o Certified to NSF/ANSI Standards 40, 245, and 350
o Proven results for over 15 years through third party field testing
o Spray nozzles maximize oxygen contact through small water droplet size
o Simple to use and suitable for wide range of applications
o Prepackaged, lightweight pod for easy installation
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
02017 E-Z Treat

Pre -assembled Pod
Flexible configurations
Multiple sizes available
Lightweight pods
Non -clog media
High level denitrification
Optimized for water reuse
ErZ4$,PTREAT
Re -Circulating Synthetic Filter
1. Collection
Sewage flows from the home
or facility into a watertight
primary tank or chamber.
The solids settle and the
liquid effluent flows by gravity
through an effluent filter to
the system.
2. Treatment
The E-Z Treat Re -circulating
Synthetic Filter provides
passive biochemical treatment
through an active biofilm matrix. The styrene media is very uniform and provides
ample surface area for biological growth. The styrene media contains many
voids to accommodate optimum air and liquid flow. The spray nozzles create
very small water droplet size (mist), thereby maximizing oxygen contact.
3. Dispersal
The re -circulation chamber contains a float ball by --pass valve and re -circulation
pump. The by-pass valve connects to the 4" return line from the E-Z Treat pod.
The by-pass valve allows the effluent to be constantly re -circulated through
the styrene media. Treated effluent exits the by-pass valve and flows into a
gravity drainfield or into a pump
chamber for dosing LPP, drip
irrigation, or other pressurized NSF Testing Performance Summary
drainflelds. Effluent is suitable Parameters Effluent, Avg.
for reuse. UV disinfection may
be required. BOD5 2 mg/1
TSS 2 mg/I
DO 3.3 mg/I
Turbidity 2 NTU
E. coli * 2 MPN/100m1
PH 6.8 —7.5
Total Nitrogen Reduction 64%
*with optional UV disinfection
Call., 703.753.4770 or visit: eztreat.net
@2017 E-Z Treat

Standard Model Package:
item Description
1 STEP-20 Re -circulation Pump, 1/2 HP
2 Float By -Pass Valve
3 Control Panel
4 Styrene Media
*Septic tank effluent filter is supplied by others
Please Note- pump is changed to
STEP-301/2 hp by E-Z Treat
r See pump curve and frictionlTDH
calculations attached in this section-
.
❑3 � 4❑
ja
Model 600
--
rRiSliK'# fi-klP�ii
del 1200
- -'�
MRFSSUNF
GAUGE,
3
1-RALLVALVE•
`SPRAY HOME
E-Z T
;Q_

EZ TREAT
Re -Circulating Synthetic Filter
Installation
or
Inspection Checklist
iHSFI
Models bearing the NSF mark are certified Class I
to one or more of the following standards:
NSF/ANSI 40
NSF/ANSI 245
NSHANSI 350
©2017E-ZTreat 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?
❑ Does septic tank, riser(s), and access cover(s) meet applicable structural standards?
❑ 1/16" commercial effluent filter/screen installed on outlet?
❑ Is effluent filter/screen able to be removed for cleaning?
❑ Is septic tank accessible?
❑ Are septic tank, risers, and access covers watertight?
Re -circulation Tank
❑ Re -circulation tank sized per code or certification criteria?
❑ Is re -circulation tank installed per manufacturer's requirements?
❑ Does re -circulation tank, riser(s), and access cover(s) meet applicable structural standards?
❑ Is re -circulation tank accessible?
❑ Are re -circulation tank, risers, and access covers watertight?
❑ All piping from septic tank to re -circulation tank installed per code?
❑ Is the by-pass valve installed in the re -circulation tank properly?
❑ Is the by-pass valve inlet connection from E-Z Treat pod installed properly?
❑ Is the by-pass valve outlet connection to gravity drainfield or to drainfield pump tank/basin
installed properly?
Pum4
❑ Is pump installed per manufacturer's requirements and code?
❑ Is pump accessible and removable?
❑ Is quick disconnect method (union, camlock, or pitless adapter) installed? (Don't install a check valve!)
❑ Is 1/8 r drainage and anti -siphon hole drilled in the PVC pump supply pipe just above the discharge
end of the pump?
❑ Is pump installed, connected, and tested?
(type, gauge and length of wire, connected using water -proof connectors and the conduit sealed -off)
Call: 703.753.4770 or visit: eztreat.net
@2017 E-Z Treat

Force Main
❑ Is force main been installed with pressure rated fittings/pipe and per code?
❑ Are PVC fittings and pipe cleaned, primed, and glued properly?
❑ Is the force main sized according to manufacturer's recommendations?
❑ Is force main watertight?
❑ Is the force main installed to allow for drain -back to prevent freezing of piping, if applicable?
E-Z Treat Pod
❑ Stone pad size large enough for pod to set on WW x 91 x 4'H)?
❑ Stone pad depth sufficient and leveled for pod to drain towards 4" outlet?
❑ Is pod leveled and sloped 1" toward the bottom outlet drain?
❑ Is 4" return line to by-pass valve installed and per code?
❑ Are PVC fittings and pipe cleaned, primed, and glued properly?
❑ Is the return line sized according to manufacturer's recommendations?
❑ Is return line watertight?
❑ Pod lid secured and cleaned off?
Soil Grading Around Pad
❑ Is area covered with suitable topsoil (free from large stones or sharp objects) around the pod?
❑ Is suitable topsoil packed around pod?
Is suitable topsoil been lightly compacted around lid of pod to prevent settling?
❑ Is the area been seeded and straw placed on top of topsoil for stabilization?
Control Panel and Electrical
Check all that apply:
Type of timer: Analog ❑ Digital
Elapsed Time Meter: ❑ Yes ❑ No
Cycle Counter: ❑ Yes ❑ No
Panel heater: ❑ Yes ❑ No
❑ Is control panel installed per manufacturer's requirements and code?
❑ Is a NEMA 4X junction box used for all float and pump connections?
❑ Are floats installed, connected, and tested?
(type, gauge and length of wire, connected using water -proof connectors, and the conduit sealed -off)
❑ Is power connected per code?
(type, gauge and length of wire, and the conduit sealed -off)
❑ Is conduit used between control panel and re -circulation tank?
Is the re -circulation pump timer set based on the manufacturer's criteria?
Call: 703.753.4770 or visit: eztreat.net
02017 E-Z Treat 2

EiiiiiiiiiiiiimZ4WVTREAT
Re -Circulating Synthetic Filter
Design Guide
and
Installation Manual
Models bearing the NSF mark are certified Class I
to one or more ofthe followrng standards:
NSFIANSI 40
NSF/ANSI245
NSFIANSI 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

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2.0 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
Many types of media are
used in packed bed filters.
300
750
300
1 1
Washed, graded sand
400
750
400
1
was the most common.
500
900
500
1
Other granular media
600
900
600
1 r
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
11o0
2 1
styrene, and bottom ash
- '
2000
1200
2 1
from coal-fired power
IM,
2000
1300
2 1
;oa
2000
1400
1
plants.
Notes:
1. Tank sizing are not exact and may vary (+
or-1 D%) based on availability of locally
Media characteristics
produced tanks.
can limit the number of
2, For seasonal or intermittent
use applications.
please contact us for design guidance.
doses possible. Media
re -aeration must occur
between doses. As the
effective size of the media decreases, the
time for drainage and re -aeration of the
media increases. The BOD5 loading should
decrease with decreasing effective size
of the sand.
2.1 Re -circulation Tank Sizing
For single-family home systems, the re-
circulation tank is typically sized to be equal
to 0.75 to 1 times the design peak daily flow.
Call: 703.753.4770 or visit. eztreat.net
02017 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.
CBOD.5 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-circuiation 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_
Table 2
NSF Testing Performance Summary
BODS
2 mg/1
TSS
2 mgll
DO
3.3 mgll
Turbidity
2 NTU
E. coil *
2 MPN1100ml
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 2lb BOD. Model 1200
can be continuously loaded at 1400 GPD and
4lb 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.
Call: 703.753.4770 or visit: eztreat.net
02017 E-Z Treat

2.5 System Overview
Prior to entering the re -circulating pump tank
the effluent will be treated in an anaerobic
chamber fitted with an effluent filter; this
filter should remove any solids greater
than 1/16". The second chamber will be a
re -circulation chamber fitted with a float ball
by-pass valve and re -circulation pump. The
float ball by-pass valve connects, inside the
re -circulation tank, to the 4" return line from
0
the pod. The float by-pass valve maintains a
constant liquid volume in the re -circulation
tank. The float by-pass valve allows the
effluent to be constantly re -circulated through
the syntheticfilter discharging only the daily
forward flow volume after it has passed
through the pod. In designs using an external
splitter box the float by-pass valve would be
eliminated from the re -circulation chamber.
Standard Model 600 Package:
1 Model 600 Pod
2 STEP-20 Re -circulation Pump,1/2 HP
3 Float By -Pass Valve
4 I Control Panel
5 Septic Tank Effluent Filter (supplied by others)
Recirculation Pump is changed
© r to STEP 30 112 hp by E-Z Treat
Please see the pump curve and
frictionlTDH calculations provided
by E-Z Treat
Call: 703.753.4770 or visit. eztreat.net
02017 E-Z Treat

Op
•
STEP Re
ation
Recirculation Pump is changed
—'
to STEP 30 1/2 hp by E-Z Treat
Please see the pump curve and
friction/TDH calculations provided
Table 3 Pump Specifications
by E-Z Treat
# r r
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
ZiDO%all -SUO.rq' IachF!:E-J 11;' I6Ltl3
1.c V. :. mr., �r[)U" l ..Plikirml " W 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 orderto provide the best products possible, specifications ar subject to change.
Table 4 Pump Performance — 20 GPM
0
300 r
250
200
a)
U_
ca
m 150
cc
122
100
50
Capacity Liters per Minute
25 50 75 100
0 10 20
Capacity Gallons per Minute
30
80
60
-o
40 a
x
m
20
1,2
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02017 E-Z Treat 4

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E-Z Treat Float Ball By -Pass Valve
ISLE
4"
E-Z Treat Re -circulation Pump Control
Model EZ SR-12
NOTE: Panel model & manufacture may vary
Panel to be provided by E-Z Treat
Re -circulation pump power source terminals T1 & T2
�r�
r—
High Level Alarm (top float) connects to terminals #5 and 6
Low Level Alarm (bottom float) connects to terminals #1 and 2
Wide Angle Pump "ON" & °OFF' timer activation (middle float) terminals #3 and 4
OUS
4, WEIR
eAll
2.7r
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02017 E-Z Treat

E-Z Treat Re -circulation Pump Control
Model EZ SR-12
E-Z TREAT
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I2a0V/1i+H/2V/16A m00
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HICH LEVEL
**+OFF/TIMER ENABLE
SEE NOTES 3 & 4
'.,
*REDUNDANT OFF
LOW LEVEL ALARM
3-4" TETHER,"
,R61f
mow
NOTE: Panel model & manufacture may vary
Panel to be provided by E-Z Treat
COtNSV�IALAR
10AMP MIN. PROTECTION
PUMP
115 /60HZZV
20AMP MIN. PROTECTION
� 6
• 1!
EXAMPLE: TIMER SHOMIIF SET FOR 10 mkn
RUN INAE 1 WRY 2hM
TO SET THE TIMER, USE A SCREWDRIVER TO
CHANGE TIMER INCREMERITS (hrmpla.aeo) UNTIL
THE DESIRED INCIMIENT IS OISFLAYED IN iMNDGW
ADM THE W * "OFF" ADJUSTMENT SCREWS.
THE DIAL.( RANGE GAIN BE AOJUSIEO FROM THE
LMM , RANGE
BY ADJUSTING TF11E THE
HOVEER �T A13 RIsmTMENTT
SCREW. SWOT AS SMALL A RANGE AS POSSIBLE
THAT PALL ALLOW "ON" AND "OFF" TILES TO BE
CONTAINED VATHIN IT. USE THE: LARGE DIAL. (green
nter. AND THE
O�IAL (rodTpointer TSET Mo'pointer) THEE'ON' IIME, THE SMALL
GREEN IRMATOR HALL LIGHT 0UWG INE 'OFF'
PERIOD. THE RED INDICATOR WILL LICHT DURING
TOROUF SFTTWGS
TCAMINAM
WIRE SIZE:
'rag el
P1, 1LI, IL 2
4-14arr
4
1T1, 1T3
1D—IEa
_ _.8-22M
22 In—fbs
P2
18-20 In-11u
THt 1-•4
10-22owg
7-8 h—lb6
ALL TERLRJALS
10-220w9
7-6 in —flu
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02017 E-Z Treat 6

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2.6 Spray Manifold System
To maximize the effectiveness of every
cubic inch of the media material, the
Model 600 employs a spray manifold
with 8 evenly spaced wide-angle spray
nozzles and Model 1200 employs
12 nozzles. The nozzles are plastic
construction with a free passage of
0.0625" in diameter; this large free
passage helps prevent nozzle clogging
while maintaining a consistent misting
spray. The manifold is assembled
with a pressure gauge and valves
allowing for flow rate adjustments.
2.7 Filter Media Mattress Material
1,6M
MWd I AFWw
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.
Polypropylene Mattress Material
Styrene Media
MVE
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C2017 E-Z Treat

2.8 Decentralized Design Options for Commercial, Community, or Large On -site Systems
LD
1 1/7' SUPF
d" AFTIII
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4" REiURN LINE
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@2017 E-2 Treat
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Golf Club (Haymarket, VA.) Effluent Dispersal Method: Low Pressure Pipe
This system was installed at the club Daily Flow: 20.000 G P D
in 2009. Treated Effluent Parameters: BOD5: 10 mgl
TSS: 10 mgl
TN: 20 mg/I
Residential Cluster (Lake James, NC)
This system services a lake -side complex
consisting of single family homes, apartments,
community center and swimming poof.
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Effluent Dispersal Method: Infiltrator Chambers
Daily Flow: 25,000 GPD
Treated Effluent Parameters: BOD5: 10 mgl
TSS: 10 mgl
TN: 20 mg/I
@2017 E-Z Treat 10

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Motor Home Park (Smokey Mountains)
Effluent Dispersal Method: Infiltrator Chambers
Daily Flow: 30,000 GPD
Treated Effluent Parameters: BODs: 10 mgl
TSS: 10 mgl
TN: >60%
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02017 E-Z Treat 11

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3.0 Installation Instructions
E-Z Treat Company or its representative will conduct on -site training with each installer before
they are certified to install E-Z Treat systems. The training will include instruction on proper
site prep, locating pod, equipment handling, excavation, pod placement, piping, wiring and
start up of the E-Z Treat system. Annual classroom training will be a requirement for installers
to maintain their certification. As a condition of E-Z Treat certification, contractors must have
proper state and local licenses and appropriate insurance policies. E-Z Treat distributors will
only sell or authorize installations by E-Z Treat certified installers.
The E-Z Treatment pod will ship pre -assembled, requiring only field piping of the pod supply line
and discharge line, installing the re -circulation pump, 4" float by-pass valve and the re -circulation
control. When installing the E-Z Treat system the order of components installation is not
critical and each segment can be installed independently.
3.1 Pre -construction Meeting
A pre -construction meeting is recommended
before any construction commences. This
meeting is an opportunity for the owner,
builder, engineer/designer, local regulatory
agencies, service provider and installer to
clarify property lines, building location, system
location, power sources, drainage areas, final
site grading and answer general questions.
3.2 Of 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.
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@2017 E-Z Treat 12

3.3 Excavating and Installing the Pod
The first consideration when installing the
E-Z Treat pod is to assure the pod is not
located in a drainage area and the pod is
located above the seasonal high water table,
this will protect the pod from floating and
prevent surface water infiltration.
Excavate a hole approximately
6'W x 9'L x 4'H.
■ Place 3/4" to 1" stone or equal to a height of
4" in the bottom of the excavation forming
a level base for the pod to set, this will
prevent settling of the pod and allow for
leveling of the pod.
■ Backfill the pod with clean fill soil, free of
rocks and foreign material. Do not compact
the fill, allow the soil to settle naturally.
■ Once the pod is placed in the excavation
adjust the pod to slope 1" toward the 4"
PVC outlet this assure proper drainage.
3.4 Piping the E-Z Treat Pod Supply
and Return
Once the pod is placed and leveled,
connect 4" PVC pipe between the outlet
of the pod and the by-pass valve located
in the re -circulation tank.
Attach 1" PVC supply line between the 1"
inlet on the pod and the re -circulation pump.
3.5 Installing the By -Pass Valve
The by-pass valve is located in the re -circu-
lation tank and one side is connected to the
4" PVC drain line coming from the pod and
the other side is connected to the 4" PVC
effluent discharge line or into the effluent
pump tank.
Model 600 Pod
Flm
4' Outlet
Weir
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@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 p(tless
adapter.
DO NOT install a check valve in the pump
supply line this will prevent the supply line to
the pod spray manifold from draining and
may cause freezing.
To ensure complete drainage of the spray
manifold drill an 1/8" hole in the PVC pump
supply pipe just above the discharge end of
the pump.
3.7 Setting Pump Control Floats (see page 6)
The control panel will come with three liquid
level floats:
1. Low Level Alarm Float protects the
pump from run dry damage by turning
off the pump and sound an audible
and visual alarm. Set float to activate
if the effluent level drops to 4" above
the pump intake.
3
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
0)
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.
Float Settings
60% W
Liquid Level
Wide Angle
Float
Low Level
Alarm Float
4" above pump inlet
1/8" Hole
High
Level
Float
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4.0 Start-up
Septic Tank and Re -circulation Tank
The septic and re -circulation tank shall be
inspected prior to start up to:
1. Verify the lid and riser assemblies are
watertight. Check for any damaged, water
weeping marks, holes or cracks. The sys-
tem must remain watertight to perform
properly.
2. inspect the outlet effluent filter installation
to insure it is installed in accordance with
the effluent filter manufacturer's specifi-
cations.
3. Inspect the liquid level in the recirculation
tank, the liquid should be sufficient to
activate the Timer Enable Float.
4. Inspect the location of the float controls.
They should be securely attached to the
float bracket, free to float without
obstructions and the location of the floats
should correspond with the float diagram
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 watertight conduit.
2. Check the voltage and motor amp draw. If
the readings are beyond the limits speci-
fied on the pump have an electrician check
the main service line feeding the system
control panel.
By -Pass Valve
1. Verify the main power supply to the re-
circulation panel has properly sized
breakers, the proper voltage and is
installed in protection watertight conduit
Check the voltage and motor amp draw. If
the readings are beyond the limits specified
on the pump have an electrician check
the main service line feeding the system
control panel.
Flush the Spray Manifold
1. At initial system start-up, remove the end
caps from the spray manifold. Operate the
re -circulation pump by turning the pump
control to the "HAND -ON" position. Let
the pump run for one minute then turn the
pump control to the "OFF" position repeat
this procedure three times to flush any
construction debris such as dirt or pipe
shavings from the spray manifold. Replace
the end caps hand tight —do not use
wrenches or pliers. Re -set the pump con-
trol selector switch to the "AUTO" position.
2. Using the ball valve located in the manifold
supply line adjust the manifold pressure to
20 to 25 PSI.
3.Observe the system as it re -circulates.
Visually verify all liquids flows freely
through the system.
Setting the Re -circulation Pump Control
1. Check the functions of the E-Z Treat
Re -circulating Synthetic Filter control panel.
Control: Main Control "ON/OFF" switch
Function: Turns power ON or OFF
Control: System Setting Switch
"MANUAL ON" and "AUTO ON"
Function: "MANUAL ON" overrides all float
switches and time clock switches. "AUTO ON"
allows for normal operations dictated by the
time clock and float switches.
Control: Timer
"MINUTES ON" and "MINUTES OFF"
Function: Controls run time of re -circulation
pump i.e. GPD re -circulated through media
Control: High and Low Water Alarm "ALARM ON"
"ALARM AUTO" and "ALARM SILENCE"
Function: "ALARM ON" will manually turn on
the audio/visual alarms. "ALARM AUTO" is the
normal operational setting and "ALARM SILENCE"
turns off the alarms.
2. Check re -circulation pump. Place the system
in the manual mode by turning the recircu-
lation pump switch to "ON': The recircula-
tion pump should begin to supply effluent
to the spray nozzles in the treatment pod.
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@2017 E-Z Treat 15

Control Panel/Pumps/Alarms
1. Place the system in the normal operating
mode by turning the re -circulation pump
switch to "AUTO". Verify the timer
ON/OFF set the ON/OFF time to match
Table 5 below.
2. Verify the accuracy of the system ON/OFF
Timer. To accomplish this use a stop
watch and verify the length of time the
re -circulation pump is OFF then verify the
time the re -circulation pump is ON. Those
times should match the ON/OFF Timer
settings in the control panel.
3. Confirm the operation of the visual and
audible "HIGH" and "LOW" water alarms.
The control has an alarm switch clearly
marked Alarm "ON", Alarm "AUTO" and
Alarm "SILENCE". Place the Alarm Switch
in the "ON" position, you will hear a loud
buzzer and see a red flashing light. Move
the switch to the Alarm" SILENCE"
position the red light and buzzer will go
dormant. Once the alarms have been
triggered return all settings to their
original position of Alarm "AUTO"
Table 5 Timer Settings
4. Verify the floats are operational by manually
raising and lowering the floats to simulate
the systems normal operation. Verify proper
operation of "High Level Float" by lifting
the float while the system timer is in the
"OFF" time mode, the re -circulation pump
should turn on over riding the "OFF" timer.
the Visual and Audible alarms should
activate. Return the float to its normal
position the re -circulation pump will turn
off. Reset the alarms and manually lower
the "Low Water Float" with timer in the
"ON" mode, the re -circulation pump will
turn off and the visual/audible alarms will
activate. Return the float to the normal
position and the re -circulation pump will
run. Reset the Alarms.
5. Verify all control breakers are in the "ON"
position and all control switches are in
the "AUTO" position before closing and
securing the system.
300
750
300
2.5
24
2.5
39
400
750
400
2.5
20
2.5
28
500
900
500
2.5
16
2.5
22
600
900
609
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
1IC11
2000
1200
2.5
10
2.5
7.5
Note: Tank sizing are not exact and may vary (+or-10%) based on avallability of locally produced tanks.
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@2017 E-Z Treat 16

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Re -circulation Pump Timer
Light will burn Green to indicate Re -circulation Pump is OFF
Light will burn RED to indicate UN
Re -circulation Pump is ON. — f-
Rotate dial to desired minutes ON.
Clock face screw will change - '
the clock face from a maximum ­ 01 140113 H3CA
time of 1.5 units to a maximum
of 30 units. Always set the dock face to 30.
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Window will display OFF "SEC", "MIN" or TR".
Rotate OFF screw until "MIN" appears in window.
OFF screw displays
. , seconds, minutes or hours.
Window will display ON
"SEC", "MIN" or °HR".
Rotate ON screw until
°MIN" in
appears window.
t
ON screw displays seconds, minutes or hours.
Rotate dial to desired minutes OFF.
@2017 E-Z Treat 17

NOTE: Please refer to drawings for site
Appendix 1 Model 600 Typical Configurations configurations.
Note: Not a complete library of possible configurations. Contact E-Z Treat for more information.
1-Pod / 2-Tank with Simplex Timed Dose Re -circulation Pump
—
LJ
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Call: 703.753.4770 or visit: entreat,net
02017 E-Z Treat 18

/ 3-Tank with Simplex Timed Dose Re -circulation Pump
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od / 3-Tank with Duplex Timed Dose Re -circulation Pumps
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Call: 703.753.4770 or visit: eztreat.net
@2017 E-Z Treat 19

dix 2 Model 1200 Typical Configurations
a complete library of possible configurations. Contact E-Z Treat for more information.
I -Pod Tank with Simplex Timed Dose Re -circulation Pump
sum,
,ll Bill W ta
T
2-Pod / 3 -Tank with Simplex Timed Dose
Aefm-c-ir 1ationPump
7\ILL 41! 11
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02017 E-Z Treat 20

3-Tank with Duplex Timed Dose Re -circulation Pumps
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Call: 703.753.4770 or visit: eztreat.net
IN
02017 E-Z Treat 21

Appendix 3 Typical Commercial Configurations
Note: Not a complete library of possible configurations. Contact E-Z Treat for more information.
Model 600 4-Pod / 4-Tank with Duplex Timed Dose Re -circulation Pumps
kv
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02017 E-Z Treat 22

IS
Model 1200 4-Pod / 4-Tank with Duplex Timed Dose Re -circulation Pumps
Call: 703.753.4770 or visit: eztreat.net
@2017 E-Z Treat 23

Appendix 4 High Strength Waste Case Study
Below are the test results of R-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
v "Flow (D 1,500
ding 1900 mgll
(Q' Influent BOD mass load 24 Ibslday
7 BOD mass load per pod 12 Ibslday
0
i
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M
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CA 7/9/2009 i 2100 i 25 1 98.8 2670 33 98.8
711612009 I 2050 50 i 97.6 ! 3640 32 99.1
8/1312009 2080 27 98.7 2550 39 i 98.5
9/17/2009 '' 2030 21 99.0 ill 1670 32 98.1
O' 10/27/2009 2050 58 97.2 1; 1100 75 1 93.2
11119/2009 I 2050 32 i 98.4 4080 58 98.6
12/17/2009 '' 1050 14 98.7 ` 385 58 84.9
3 AVG 1916 32 98% 1'i 2299 47 T 96%
Influent sample location: First septic tank outlet
EfFluent sample location: E-Z Treat outfall
Note: System repairs completed by 7/9/2009
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Sample of treated
effluent pulled from
the discharge side of
the Model 1200 pods.
Pump discharge tank AFTER the repair of a
High Strength Aerobic Treatment Unit using
two Model 1200 pods metered forward flow
average of 1,500 GPD.
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@2017 E-Z Treat 25

E-Z 4MRFAT
PO Box 176
Haymarket, Virginia 20168
T 703.753.4770
F 571.248.8837
eztreat.net
9)2017 E-Z Treat 2-2027

EZ�oTREAT
Re -Circulating Synthetic Filter
UV
Installation and
Maintenance
Guide
Note: Installation Only
Maintenance is in O&M Section
Models bearing the NSF mark are certified Class
to one or more of the following standards:
NSF/ANSI 40
NSFlANSI 245
NSF/ANSI350
02017 E-Z Treat 2-2017

TABLE OF CONTENTS
1.0 UV Light System Installation
4:�+f-!: l System Maintenance
Appendix 1: E-Z Treat UV System Configurations
Appendix 2: NSF Test Data

2.0 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 SO PVC pipe
or locally approved water tight pipe con-
nection. The housing must be installed so
the UV lamps are in the vertical position.
2. UV lamp control panel can be installed
indoors or outdoors. The panel msut be
secured in a manner that is consistent with
local regulations. The UV lamp control
requires a dedicated 120 volt power source
that complies with local electrical codes.
Z Treat UV System
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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/1
TSS
2 mg/I
DO
3.3 mg/I
Turbidity
2 NTU
E. coli `
2 MPN/100ml
pk
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'WELL CAP
4" IiSER PM
TO GRADE-
4"OR 7
OUTLET
Fn n n n
IV,.��i5
4" WELL CAP
UV LAM
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INLET
LAMP
i
I
LAMP
/4" WELL CAP
i
AV RISER RIPE
TOGfADE
Model 101
Single Lamp
Model 102
Dual Lamp
Model 404
Two Dual Lamps in Series
@2017 E-Z Treat 3

Appendix 2 NSF Test Data
Table 2
NSF Testing Pathogen Performance Testing
10121/13
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
1111113
816,000
< 1.0
1114113
435,000
< 1.0
1116/13
816,000
< 1.0
1118/13
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
to
11/18/13
1,990,000
3.1
11/20113
1,050,000
1.0
-_
11/22113
1,550,000
1.0
p1
11/25/13
770,000
< 1.1
11/26/13
411,000
< 1.0
0
11/27/13
613,000
< 1.0
12/2/13
461,000
< 1.0
0
1214113
1,300,000
< 1.0
12111/13
411,000
< 1.0
12/13/13
517,000
< 1.0
12/16/13
687,000
< 1.1
(D
12118/13
387,000
< 1.0
I
12/20/13
548,000
1.0
12/23/13
579,000
< 1.0
12127/13
517,000
< 1.0
12/30/13
387,000
< 1.0
111114
260,000
< 1.0
1l3114
1,200,000
< 1.0
116114
127,000
< 1.0
118114
387,000
< 1.0
1/10/14
156,000
< 1.0
1/13114
346,000
1.0
1115114
210,000
2.0
1/17114
102,000
< 1.0
1120/14
62,700
< 1.0
1/22/14
158,000
< 1.0
1124/14
81,600
< 1.0
1/27114
161,000
< 1.0
1/29114
326,000
< 1.0
1131114
866,000
< 1.0
213114
4,880,101
< 1.0
215114
461,000
4.1
2/10114
397,000
< 1.0
2/12114
461,000
< 1.0
2114114
411,000
< 1.0
Table 3
NSF Testing Pathogen Performance Summary
Median
517,000
1.0
Min
62,700 1
1.0
Max
5,840,000
4.1
Avg
834,474
1.0
5td Dev
1,066,222 j
1.0
Call: 703.753.4770 or visit: eztreat.net 02017 E-Z Treat

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

NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES
DIVISION OF PUBLIC HEALTH
ENVIRONMENTAL HEALTH SECTION
ON -SITE WATER PROTECTION BRANCH
INNOVATIVE WASTEWATER
SYSTEM APPROVAL
INNOVATIVE WASTEWATER SYSTEM NO: IWWS 2015-03-R2
Issued To: E-Z Treat Company
PO Box 176
Haymarket, VA 20168
703408 2911; Fax: [phone]
Contact: Carl Perry, President
Michael Stidham, Vice President
For: E-Z Treat Model 600 Pretreatment Systems
Approval Date: April 24, 2015
June 15, 2015
January 6, 2017
Tank Size and Sampling Revisions
Addition of Single Bulb UV Unit
In accordance with General Statute 130A-343, 15A NCAC 18A .1969 and .1970, a proposal by E-Z Treat
Company for an approval of subsurface wastewater systems utilizing the E-Z Treat Pretreatment systems
has been reviewed, and found to meet the standards of an innovative system when all of the following
conditions are met:
1. General
A. Scope of this Innovative Approval
1. Design, installation, use, and operation and maintenance guidelines for E-Z Treat
Pretreatment systems to meet TS-I and TS-11 effluent standards pursuant to Rule 15A NCAC
18A .1970. Refer to Rule .1970(a) Table VIII — Effluent Quality Standards for Advanced
Pretreatment Systems for treatment performance levels.
2. Operation, maintenance and monitoring requirements for E-Z Treat Pretreatment systems and
associated subsurface systems to ensure the treatment performance standards are met.
B. This Innovative System Approval is applicable to domestic strength sewage systems
(non -industrial wastewater) utilizing E-Z Treat Pretreatment Systems that have a design flow not
exceeding 3,000 gallons per day (gpd).
Use of E-Z Treat Pretreatment systems for facilities with an influent waste strength that exceeds
domestic septic tank quality effluent standards pursuant to Rule 15A NCAC 18A .1970(b) may be
proposed by E-Z Treat Company and a North Carolina Professional Engineer to the Department
for review and approval on a case -by -case basis, prior to permitting by the local health
department (LHD). The system design must include the proposed raw wastewater strength
(BOD5, COD, TN, TSS, fats, oils and grease, etc.), the expected organic loading rate (in pounds

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

IWWS-2015-03-R2
January 6, 2017
Page 3 of 10
septic tank and the second separate tank has a recirculation chamber and final dosing
chamber. The three tank configuration consists of three separate tanks: a septic tank, a
recirculation tank, and a final dosing tank.
The E-Z Treat Pretreatment system consists of a septic tank, a recirculation tank/chamber, a
final dosing tank/chamber, and E-Z Treat media pod(s) as specified in Table 1 below.
Table 1— Model
600 and Tank Volumes
Design Daily
Flow
(gpd)
Minimum
Septic Tank
Volume
(gallons)
Minimum
Recirculation/Pump
Tank Volume
allons)**
Number of Media
Pods
< 480
1,000
1,250
1 Model 600 pod
4 Bedrooms
1,000
1,800
1 Model 600 pod
5 Bedrooms
1,250
2,000
1 Model 600 pod
6 Bedrooms
1,500
2,200
2 Model 600 pods
601 — 1,500
V = 1.17Q* +
500
V = 1.17Q + 500
1 Model 600 pod per
600 gallons
1,501 — 3,000
V = 0.75Q +
1,125 1
V = 0.75Q + 1,125
1 Model 600 pod per
600 gallons
*Q — design daily flow
"Recirculation/pump tank minimum size based on total internal tank volume.
4. Septic tanks will have an inlet sanitary tee and a Department approved, appropriately sized
effluent filter on the outlet end approved by the E-Z Treat Company for use with the E-Z
Treat.
5. The minimum required volume in the recirculation chamber/tank prior to discharge to the
dosing tank/chamber shall be the design daily flow.
6. The recirculation tank/chamber will contain the recirculating splitter valve or an external
splitter box may be used. The recirculation tank/chamber shall have an inlet sanitary tee.
The sanitary tee shall be visible and reachable from the riser opening to serve as the influent
sampling point.
7. When the recirculation tank and dosing tank are combined, the baffle wall between chambers
shall extend to the top of the tank and shall be constructed so that the liquid levels in either
compartment are independent. Liquids will not by-pass between compartments except as
designated by the system's treatment flow path.
8. The final dosing tank must meet the minimum size requirements of Rule .1952(c)(1). For
drip irrigation systems, the requirements of the manufacturer specific drip approval for dosing
tanks shall also be met.
9. A drainback configuration without a pump check valve is required for the force main
supplying the media pod.
10. Recirculation pump shall be either Sta-Rite Model number STEP 20 or manufacturer
approved equal.
11. The E-Z Treat media pod is constructed of a polymer suitable for use in contact with
wastewater. The Model 600 pod is approximately 7 ft 4 inches x 4 $ with a surface area
approximately of 30 square feet and is 42 inches in depth. The pod is fitted with a
weatherproof cover properly secured. The pod is designed and constructed to create channels
down the sidewalls to facilitate air flow. The sidewall channels provide airspace to the
bottom of the pod. The bottom of the vessel is designed to provide total drainage of the
treated effluent back to the recirculation tank/chamber.

IWWS-2015-03-R2
January 6, 2017
Page 4 of 10
12. As the effluent enters the recirculation tank/chamber, this tank/chamber acts to further
separate the septic tank effluent. The effluent entering the recirculation tank/chamber is
charged by the recirculation pump to the media pod(s). The effluent is sprayed over the
media mattress(es) using a spray manifold of evenly spaced wide-angle spray nozzles. The
nozzles are manufactured with a free passage of 0.0625 inches in diameter. The system is set
to recirculate effluent through the media pod on an average of 4 to 6 times prior to discharge.
13. The effluent is sprayed on mattress(es) measuring a total area of 30 square feet. The
mattress(es) are fabricated from a non biodegradable, chemically resistant, loose weave
polypropylene material. The openings in the weave allows for effluent and air flow while
containing the media. The media inside the mattress(es) are made of a styrene material. The
specific gravity of this material meets the following criteria: light enough to prevent
compaction which results in a loss of effective surface area, and provides a reduction in
channeling across the media (short-circuiting).
14. Effluent passes through the media and enters a schedule 40 pipe located at the bottom of the
pod. The effluent than gravity feeds back to the recirculation tank/chamber and the process is
repeated.
15. The effluent bypass valve or splitter box is piped to intercept filtered wastewater and deliver
it to the recirculation tank/chamber or the dosing tank/chamber, based on liquid volumes.
16. The Control Panel for the E-Z Treat System will consist of: recirculation pump on/off timer,
discharge pump alarm, and high/low water alarm. Control panels shall meet the requirements
of .1952 and shall be approved in writing by E-Z Treat Company for use in their systems.
17. Separate control and alarm circuits will be provided. The E-Z Treat systems will utilize a
device for the recording of measurements of daily water flows. The device shall provide a
means for determining at least the daily, 7-day, and 30-day flow monitoring requirements of
Rule .1970. This information will be stored in the data logger for drip irrigation systems
(provided by the manufacturer of the drip irrigation control panel). For pressure manifold and
LPP systems, the Aquaworx control panel or manufacturer approved equal shall be used. The
operator in responsible charge (ORC) of the system authorized in writing by E-Z Treat
Company must be able to access the panel directly on site and shall be available to the LHD
with 24-hour notice in the event a direct connection is necessary.
18. The LTV 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-10005 (single bulb);
b. E-Z Set UV-1000 (dual alternating bulbs); or
c. Other LTV systems specifically approved by the Department and E-Z Treat Company.
19. All access riser hatches shall be secured by approved tamper -resistant hardware approved by
the manufacturer or by other means approved by the manufacturer as equal. Riser
construction, attachment to tanks and security systems shall be pre -approved by the
Department and E Z Treat Company in accordance with the E-Z Treat specific approvals for
the septic tanks and pump tanks, as applicable.
20. Buoyancy calculations shall be completed by a NC Professional Engineer if any parts of the
tanks, pods, or other system components are installed in a seasonal high water table.
Additional ballast may be required.
21. Influent samples shall be taken from the inlet sanitary tee into the recirculation tank. Effluent
samples shall be taken from the final pump doing tank or a spigot or sampling port that is
placed on the force main from the final dosing tank.
B. E-Z Treat Pretreatment systems shall be designed by a designer authorized in writing by E-Z
Treat Company or a NC Professional Engineer. Systems over 1,000 gallons per day shall be
designed by a NC Professional Engineer.

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

IWWS-2015-03-R2
January 6, 2017
Page 6 of 10
F. Specified site preparation steps and construction specifications for the ground absorption system
shall be strictly adhered to, including specified depth of trenches in relation to site limiting
conditions, cover material specifications (if needed), trench installation method, etc.
G. The installer authorized in writing by E-Z Treat Company, the engineer or designer authorized in
writing by E-Z Treat Company, and the ORC authorized in writing by E-Z Treat Company shall
conduct an inspection/start-up of the E-Z Treat Pretreatment system and all associated system
components. The LHD personnel will attend and observe the inspection/start-up. During the
inspection/start-up to include:
1. System watertightness testing.
2. Control panel operation and alarm settings.
3. Pump model numbers and time clock settings.
4. Pressure head on the E-Z Treat pod wastewater distribution system.
5. Return flow to the septic tank set per design and recorded, when applicable.
6. Riser hatches have tamperproof bolts, and/or riser lock ring.
VIIL Operation, Maintenance, Monitoring, and Reporting
A. E-Z Treat Pretreatment systems shall be classified, at a minimum, as a Type Va system in
accordance with Table V(a) of Rule .1961(b). Management and inspection shall be in accordance
with Rules .1961 and .1970.
B. All E-Z Treat Pretreatment systems require an operation and maintenance agreement between the
system owner and E-Z Treat Company, Inc., its authorized representative, or with an operator
authorized in writing by E-Z Treat Company as per Rule .1970. The system shall be inspected
according to Rule .1961 by a certified subsurface operator authorized in writing by E-Z Treat
Company according. The ORC shall be either an employee of E-Z Treat Company or authorized
in writing by E-Z Treat Company to operate and maintain the system. The operator authorized in
writing by E-Z Treat Company must have proper equipment and training to access and program
the control panels on site.
C. All E-Z Treat Pretreatment systems shall be operated and maintained according to the latest
version of E-Z Treat Company's O&M manual.
D. At each E-Z Treat Pretreatment system inspection the ORC authorized in writing by E-Z Treat
Company shall, at a minimum, observe, monitor, and record the following:
1. Wastewater level in all the tanks.
2. Sludge, scum, and grease levels in all the tanks.
3. CIogging of effluent filter.
4. Watertightness of tanks, risers, and pipe penetrations at the tanks.
5. Operation of pumps, floats, valves, electrical controls, and alarms.
6. Drainfield pump delivery rate (drawdown test), determination of the average pump run time,
and drainfield dosing volume.
7. Any structural damage, accessibility issues, adequate ventilation, excess odors, ponding of
effluent, insect infestations, vegetative growth over the drainfield, or surfacing of effluent on
the drainfield area.
8. Sample of E-Z Treat Pretreatment system effluent collected from the sampling point to check
for effluent clarity and odor and a sample of influent, as required.

IWWS-2015-03-R2
January 6, 2017
Page 7 of 10
9. Readings trom pump cycle counters and run time meters and any water meter readings, as
applicable.
10. Current operational set up for TS-II nitrogen removal enhancement (percent returned to septic
tank), and recommendation for modifications (if needed).
11. System operating conditions, from the review stored data for indication of 7-day and 30-day
flows and flow variances or other abnormal conditions.
E. The ORC authorized in writing by E-Z Treat Company shall also conduct other additional
observations, measurements, monitoring, and maintenances activities as specified in the Operation
Permit and as recommended by the manufacturer.
F. Sampling and Testing
1. All sampling shall be done in accordance with Rule 1970(n)(3) and (5). E-Z Treat systems
shall be sampled annually (semi-annually for systems with a design flow of 1,501 to 3,000
gpd),
2. TS-II systems influent shall be analyzed for TKN.
3. Effluent for all systems shall be tested for effluent CBOD5 and NH4-N. Systems specified to
meet the TS-II standard shall also have the effluent analyzed for TN (TKN and NO3-N).
Systems designed to meet the TS-II standard with design flows of 1,501 gpd to 3,000 gpd
shall have the effluent analyzed for fecal coliforms.
4. Additional sampling of effluent or influent may be determined to be necessary by the ORC
authorized in writing by E-Z Treat Company during a system inspection to assist with
troubleshooting or to verify system performance.
5. Effluent samples shall be taken from the final dosing tank/chamber or a sampling port located
downstream from the final treatment process.
6. Influent samples shall be taken from a sampling port located between the septic tank and
recirculation tank/chamber.
7. Adjustments in the monitoring schedule and number of parameters sampled may be proposed
by E-Z Treat Company and approved by the Department pursuant to Rule .1970(n)(3)(B) or
(C).
G. Notification and Performance of Maintenance and Repairs
1. The ORC authorized in writing by E-Z Treat Company shall alert E-Z Treat Company, the
LHD, and the system owner within 48 hours of needed maintenance or repair activities
including but not limited to landscaping, tank sealing, tank pumping, pipe or control system
repairs, media replacement, and/or adjustments to any other system component.
2. System troubleshooting and needed maintenance shall be provided to maintain the pump
delivery rate and average pump run time within 25% of initial measurements conducted
during system startup. The ORC authorized in writing by E-Z Treat Company shall notify
the system owner, E-Z Treat Company, and the LHD whenever the pump delivery rate
efficiency or average pump ran times are not within 25% of initial measurements conducted
prior to system start-up.
3. The septic tank will be pumped as needed upon recommendation of the ORC authorized in
writing by E-Z Treat Company and in accordance with the E-Z Treat Pretreatment system
operation and maintenance instructions. However, at a minimum, the septic tank will be
pumped whenever the solids level exceeds 25% of the tank's total liquid working capacity or
the scum layer is more than four inches thick.
4. The tanks shall be pumped by a properly permitted septage management firm, and the septage
handled in accordance with 15A NCAC 13B .0800.
5. The ORC authorized in writing by E-Z Treat Company shall notify the LHD, E-Z Treat

IWWS-2015-03-R2
January 6, 2017
Page 8of10
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
L 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, VII.E, and VII.F.
c. Results from any laboratory analysis of any influent and effluent samples,
d. Maintenance activities performed since the last inspection report,
e. An assessment of overall system performance,
£ A list of any improvements or maintenance needed,
g. A determination of whether the system is malfunctioning, and the specific nature of the
malfunction,
h. Any changes made in system settings, based on recommendations of the manufacturer,
and
i. A summary report of data retrieved from the control panel verifying actual daily, 7-day,
and 30-day flows, flow variances, and other operating conditions.
IX. Responsibilities and Permitting Procedures
A. Prior to the installation of an E-Z Treat Pretreatment system at a site, the owner or owner's agent
shall file an application at the LHD for the proposed use of this system. After the LHD conducts a
soil and site evaluation, the LHD may issue an Improvement Permit or Authorization to Construct
or amend a previously issued Authorization to Construct allowing for the use of a E-Z Treat
Pretreatment system.
B. The Improvement Permit and Authorization to Construct shall contain all conditions the site
approval is based upon, including the proposed used of the Innovative system. The Operation
Permit will include all conditions specified in the Improvement Permit and the Authorization to
Construct.
C. When a special site evaluation is required pursuant to Rule .1970(p)(1) or a drip approval, as
applicable, an evaluation and written, sealed report from a Licensed Soil Scientist regarding the
site shall be provided to the LHD. The report shall contain the information as specified in Rule
.1970(p)(2) and "Requirements for Submittals of Soil Reports and Pretreatment and/or Dispersal
System Designs". The LHD may request the assistance of their Regional Soil Scientist in
evaluating this report prior to permit issuance.
D. The E-Z Treat Pretreatment system shall be designed by one of the following: a designer
authorized in writing by E-Z Treat Company or a North Carolina Professional Engineer. Systems
over 1,000 gallons per day, or as otherwise required for drip irrigation systems, shall be designed
by a North Carolina Professional Engineer,
E. Prior to issuance of an Authorization to Construct for an E-Z Treat Pretreatment system, a design
submittal prepared by a designer authorized in writing by E-Z Treat Company or a North
Carolina Professional Engineer shall be submitted for review and approval by the LHD. The

IWWS-2015-03-R2
January 6, 2017
Page 9 of 10
design submittal shall include the information required in "Requirements for Submittals of Soil
Reports and Pretreatment and/or Dispersal System Designs".
F. It is recommended that local authorized environmental health practitioners attend a design
training session offered by the manufacturer/authorized representative prior to permitting the
system. Also, at the request of the LHD, a Regional Engineer will review the design.
G. The designer authorized in writing by E-Z Treat Company shall certify in writing that the E-Z
Treat Pretreatment system was installed in accordance with the approved design prior to
Operation Permit issuance.
H. A North Carolina Professional Engineer shall certify in writing that a system designed by an
engineer was installed in accordance with the approved plans and specifications prior to
Operation Permit issuance.
I. For sites required to be evaluated by a Licensed Soil Scientist or Professional Geologist (see
Section V and IX.C), the health department may specify as a condition on the Improvement
Permit and Authorization to Construct that a Licensed Soil Scientist or Professional Geologist
oversee critical phases of the drainfield installation and certify in writing that the installation was
in accordance with their specified site/installation requirements prior to the Operation Permit
issuance.
J. The ORC authorized in writing by E-Z Treat Company shall be present during the final
inspection of the system prior to the issuance of the operation permit. The ORC shall be certified
as a NC Subsurface Operator and authorized in writing by E-Z Treat Company.
K. The LHD issues the Operation Permit after the following:
1. Field verification of installation completion;
2. Receipt of written documentation from the designer authorized in writing by E-Z Treat
Company or the engineer, as applicable, that the system has been designed, installed, and is
operating in accordance with the approved plans; and
3. All necessary legal documents have been completed, including the contract between the
system owner and the ORC authorized in writing by E-Z Treat Company.
K. On an annual basis, E-Z Treat Company shall provide a report to the On -Site Water Protection
Branch including the number and location of new system installations during the previous year,
and effluent data and operator reports for each operational E-Z Treat Pretreatment system
installed in North Carolina under this Innovative Approval. Effluent data should be compiled and
submitted electronically. If available, a web -based system for data posting of laboratory results
should be utilized. These reports shall provide information to the Department based upon the
monitoring data and observations made from the Innovative systems installed pursuant to this
Approval. This should include an assessment of system performance in relation to the established
treatment performance standards; an assessment of physical and chemical properties of the
materials used to construct the system, in terms of strength, durability, and chemical resistance to
loads and conditions experienced, recommended areas of applicability for the system; and any
conditions and limitations related to the use of the system. The report shall also include an
updated list of authorized designers, installers, and ORCs.
X. Repair of Systems

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

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Recirculation Pump
STA-RITE" STE,P Plus Series
4" high -head multi -stage submersible effluent pumps
c, us
The STEP Plus 4" submersible filtered
effluent pumps in 10, 20,30 and 50 GPM
models offer dependable performance
and value for high pressure filtered
effluent applications.
These STEP Plus pumps will handle
"dry run" conditions.
The 10, 20,30 and 50 GPM are industry
standard 3-3/4" in diameter.
Filtered Effluent... '. f re3ldt!i LI Ul�
commercial, and agnc4ltural us0.
Shelf. - Stainless steel
Discharge -
10, 20 and 30 GPM models:
fiberglass -reinforced thermoplastic;
50 GPM models: stainless steel
Discharge Bearing - Nylatron®
impellers- Engineered composite
Diffusers - Engineered composite
Suction Caps - Engineered composite with
stainless steel
wear ring
Thrust Pads - Proprietary spec.
Shaft and coupling - Stainless steel 300
grade
Intake - Engineered composite
Intake Screen - Polypropylene
Jacketed Cord - 600 Volt "SOOW"
or 300 Volt _SJOW" jacketed 10' leads
(2-wire with ground]; optional 20'. 30', 50'
and 100' lengths available
In order to provide the best products possible, specifications are subject to change.
Proven "Floating Impeller" Staging
System - Incorporates 1st -in -class
performance, sand handling and thrust
management staging system with the
industry exclusive "dry -run" design
element. Reinforced engineered composites
and stainless steel, offering high resistance
to corrosion and abrasion.
Discharge -Tested-tough, fiberglass -
reinforced thermoplastic, with proven
internal check valve. Large wrench flats and
rope hole.
Shell - Stainless steel pump shell offers
high corrosion resistance.
Shaft - Hexagonal 3/8", 300-grade stainless
steel pump shaft; offers generous impeller
drive surfaces.
Shaft Bearing - Exclusive self-
lubricating Nylatron bearing resists wear
surface from sand.
MotorBracket-Tested-tough, fiberglass -
reinforced thermoplastic; incorporates an
integral suction screen.
4 PENTAIR 1 511411WS

Recirculation Pump
STA-RITE 0 ST.E.P Plus Series
4" high -head multi -stage submersible effluent pumps
CATALOG
NUMBER
HP
STAGES
MAX. LOAD
AMPS
VOLTS
PHASE/
CYCLES
CORD
LENGTH
STEP10
112
7
12.0
115
1/60
10'
STEP 10X 9 00 FT-05121
1/2
7
12.0
115
1/60
100'
STEP10X30FT
1/2
7
12.0
115
1/60
30'
STEP10X50FT
1/2
7
12.0 1
115
1160
50'
STEP20
1/2
5
12.0
115
1/60
10'
STEP20X100FT-05121
1/2
5
12.0
115
1/60
100'
STEP20X30FT
1/2
5
12.0
115
1/60
30'
STEP20X50FF
1/2
5
12.0
115
1/60
50'
STEP30-05121
1/2
3
9.5
115
1/60
10'
STEP30X100FT-05121
1/2
3
12.0
115
1 1/60
100'
STEP30X30FT-05121
1/2
3
12.0
115
1 -1/60 1
30'
STEP30X50FT-05121
------ ----- I
1/2
I
3
-
12.0
-
115
1/60
50'
_3
JItFIJU-USZZI
1/Z
3
43
Z3U
1/0
10'
STEP30X100FT--05221
1/2
3
4.7
230
1/60
100'
STEP30X30FT-05221
1/2
3
4.7
230
1/60
30'
STEP30X50FT-05221
1/2
3
4.7
230
1/60
50'
STEP30-10221
1
5
9.1
230
1/60
10'
STEP30X100FT-10221
1
5
9.1
230
1/60
100'
STEP30X30FT-10221
1
5
9.1
230
1/60
30'
STEP30X50FT-10221
1
5
9.1
230
1/60
50'
STEP30-15221
1-1/2
6
11.0
230
1/60
10'
STEP30X100FT-15221
1-112
6
11.0
230
1/60
100'
STEP30X30FT-15221
1-1/2
6
11.0
230
1/60
30'
STEP30X50FT-15221
1-1/2
6
11.0
230
1/60
50'
STEP50-10221
1
3
9.1
230
1/60
10'
STEP50X 100 FT-10221
1
3
9.1
230
1/60
100'
STEP50X30FT-10221
1
3
9.1
230
1/60
30'
STEP50X50FT--10221
1
3
9.1
230
1/60
50'
STEP50-15221
1-1/2
4
11.0
230
1/60
10'
STEP50X100FT-15221
1-1/2
4
11.0
230
1/60
100'
STEP50X30FT-15221
1-112
4
11.0
230
1/60
30'
5TEP50X50FT-15221
1-1/2
4
11.0
230
1/60
50'
NOTE: Cord Length shall be determined by site condition
2 S11411WS

Recirculation Pump
STA-RITE'ST.E.P Plus Series provid PbyE-Zlease eepumpcurve
provided by E-Z Treat
4" high -head multi -stage submersible effluent pumps
F 200
W
U.
z
a
W 150
x
J
a
r
0
Ina
CAPACITY GALLONS PER MINUTE CAPACITY GALLONS PER MINUTE
CAPACITY LITERS PER MINUTE
0 25 50 75 100 125 150 175
225
200
175
F 150
W
LL
125
4Wo
= 100
J
F
O 75
50
25
0
10 20 30 40 50
CAPACITY GALLONS PER MINUTE
LITERS PER MINUTE
100
150 200
250
0
12
NAPACITY
35
I
100
30
'
s�A
W W 90
Ilk
' yA
25 W
S�A
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2 z
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20 z
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S J
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p F 40
p
F
F
10
20
s
0
I
1
10
20
30
40 50 60
70
80
CAPACITY
GALLONS PER MINUTE
3 511411W5

Recirculation Pump
STA-RITE" ST.E.P Plus Series
4" high -head multi -stage submersible effluent pumps
OUTLINE DIMENSION�
10GPM, 112HP=13"
20 GPM,112 HP = 13-1/4'
30 GPM,1/2 HP=11-1/2"
30 GPM,1 HP =14"
30GPM, 1412HP=15414"
50 GPM,1 HP =13-1/4"
50 GPM,1-112 HP=16-114"
10 GPM,112 HP = 214/2"
20 GPM,112 HP = 22.1/4'
30 GPM,112 HP - 22-112"
30 GPM,1 HP = 271/2'
30 GPM,1.112 HP = 30-1/4"
50 GPM,1 HP = 2"4"
50 GPM, 1-1/2 HP = 30-114"
1-1/4' NPT
DISCHARGE
2" NPT DISCHARGE
(50 GPM ONLY)
0
(Jacketed Cord
10,
(Standard)
30, 50', 1DO'
(Optional)
3-7lB"
0000
Dimensions (in inches) are for estimating purposes only.
►� PE NTAI R Because we are c293 WRIGHT STREET, DELAVAN, WI 53115 WWW,STA-RITE.CDM PH: 888-782-7483 ORDERS FAX: [phone]
continuously improving our products and services, Pentair reserves the right to change specifications without prior notice.
S11411WS 109/10/14)

22:
20C
17E
150
lit
W
Z 125
0
Q
Ill
= 100
H
75
50
25
Recirculation Pump
E-Z Treat
Mod.#600
20PS1 @ Spray Manifold or 46 Ft Head
@20 PSI Flow Per Spray Nozzle 1.7 GPM
8 Nozzles Per Mod.#600
Total Flow Required 13.6 GPM
CAPACITY LITERS PER MINUTE
0 2: 50 75 100 125 150 175
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i'Sif 11FfH BL BUM
H1pNlE w4 fimw

a-. 2 RAI I
Toll Free: 888-999-3290L,�, hf
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.
• 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
STF-130 the top of the page.
Maintenance If a maintenance sleeve was used (option 1), remove the sleeve from the outlet
Sleeve "Tee".
Maintenance
Sleeve partially
inserted into
"Tee"
U.S. Patent #
6,811,692

ry
The STF=110eries
Effluent FiIt'ers
It rs Superior
Supr-yf xr in +Wky1fed. urtrron-ri do-syq N.
H %hilts
t`Nati#e - rewdonllatl.
I
R The Best
t cummon debris.
it "s simple
5inlPl, P FN7 ChWUP in efflU -N UiCe'4.
-8B L

STF-1117 sLri s
Etjpnt Filers
STF-11 "B
STF-I9S-TR
$TF-110-OW
STF-110 • :
FA
M-11067RM -a"
mriitary Tie+efeut-a-way)
5TF-110-7n in pre -cast
tie tank WM SQusFO
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ftmAnd in f='v W WINNOW 1>1111104
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and �a,, n f# .A1mwkh Ownked
• SAWWW -- I% A - a, bo*mdftw hallel the flhw firmly
in VWM MWM no #mod Mar roumilw a or
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Designed after our proven STF-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, commericial and industrial systems with larger housings and pre�oast tanks with built in
square baffles in mind.
We achieve superior filtration of the most common satids 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. r
The flexible self-locking bristles make it simple to install and service, even in systems with
limited access. They also hold the fitter firmly in place with no need for receivers or canisters
and eliminate filter 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 lime --span.
It also allows for biological maturing which is necessary in all wastewater treatment systems.
The STF 110 series filters use triangular polypropylene
. . :& - bristles wound together with a 316 stainless -steel core,
+ 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
of wastewater systems at a fraction of the cost of inferior
designs.
STF-130 changing sleeve is requked to pkrck eillueW flow whife serWdag
without the need to pump down the tank,
STF rra h74" sonftry
Too (OW=e-Way Wow)
For rho protectian said perfurmarrce of SwAlOWNWERr SUAIMMM bat

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' mile of filtration
media with over 319 cu. in of open
area to eliminate clogging
2,215 sq. in. of filtering surface allow
a flow rate of over 1200 GPD, filtering
to 1f16' diameter
•3 Filtering surface is achieved with
unique triangular bristle that more
than doubles the filtering surface, with
no uniform holes or slots to plug
fi 90 degree handle for easy installation
and removal
Adapts to all types of 4' pipe
Self-locking bristles hold the filter
firmly in place, eliminating 'filter float up'
+ Flexible design makes it easy to install
in hard to reach places and makes
replacing the filter a breeze
A. Constructed of polypropylene bristles,
wound together with a 316 S S core
-+ The filters designed shape creates a
debris separation space which naturally
sorts debris according to size and mass,
ensures even filter usage for a long
lifespan and maximizes circular flow
Order part No. STF-110
STF-130
CAD detail drawing available in DXF format
RELATED PRODUCTS
STF-110-6W page 4
STF-110-7R page 4
STF-110-BB page 4
STF-130 page 14
STF-4TEE page 14
U_ S. Patenl s S. 871. 692
PVC Pw
aM
W+ 119
FF 47FF
PTO To
rtruLis+ M
y 1
i8
PAGE
a TollFree 8$8-999-3280 office 231-582-7020 Fax 231,582-7324 Email [e-mail] Web www.gag-slmch.c teom

GARY B. JOHNSON
MICHIGAN # 32831
WISCONSIN # E 25985
MINNESOTA # 41217
SIM/TECB FILTER
NEW STF-110 DISPOSABLE SEPTIC TANK FILTER
TFURD PARTY VERIFICATION
The Disposable Septic Tank Filter is constructed as a twisted -ice -wire brush with 26" long
brush body, Y" tip and 2 �Y," long handle end with 90 degree bead. Bn'sh body wdl have
a major diameter of 4.313" for a length of 9 W' starting W from the 90 degree handle
bend, then will transition down to 3 K" diameter over the next 2 Wand held at 3 W'
diameter for the next 14".
There will be a scallop out into the O.D. in the major diameter beginning 2 %" from the
top, transitioning doom to 3 la" over the next 2", and then transitioning up to the major
diameter over the next 2".
The stem will be I 1-gauge stainless steel and the fill material will be .012 yellow
polypropylene -
The filter has a total of 2,962 lineal fleet of bristle equating 35,W lineal inches of bristle.
By calculating the total length x the total perimeter of SimlTeWs uniquely shaped
bristle, it gives us a filtering surface of 2,215 square inches.
Volume of a 4"x26" Septic Tee
Vokune of the STF-110 Filter
Volume as open for fluid
b GAILY IB ~� _
N.
�N FEER
6P NO.
to 32$31
P�
a
326.7 cubic inches
4.265 cubic inches
322-435 cubic inches
.0
��•� ''•
w,*
ARY B.
JOHNSON
# E-25985
` MIDLAND ; V

JU
F -.
THIRD PARTY VERIFICATION OF FILTRATION ON TBE STF-110
AND THREE OTHER GRAVITY SEPTIC TANK FILTERS
• Test was checking for filtering quaiities with particulate that could be found in septic tank effluent
• This test used five types of particulate added to a clean tank
• The five types of particulate were hair, seeds, tissue paper, lint, and chain saw chips (see table A below)
• Test tank was riled manually every five minutes while performing tests to represent a large influx of
water
* Water was introduced into the test tank at 210 gallons per hour
• Test was run to a 2" bead height above outlet flow
* Recorded length of time to achieve a 2" head. height (see table B below)
a 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 mmutes after ending test using manufacturers
recommcnded instructions (see table B below)
• Recorded particulate removed with filters themselves (all filters were removed slowly) (see table B
below)
* All particulate was recorded in grams using a OHAUS Scout II Scale (Serial. #BJ380398) with capacity
400 times 0.1 g (purchased scale 11 /17/01)
jp�i of
GARY S.
1O N
EER s
�. No.
32831
A� 4�
°FFjato�
TABLE A Grams
Human hair
2
Home hair
2
Dog hair
1
Cat Lair
I
Tomato_ seeds
2
NRE seeds
2
Cnewnber seeds
2
Dill seeds
2
Charmer dome palier
2
Scott tissue RL&M
2
Notthert tissue
2
List
2
Chamsa�r
4
TABLE B
Time to addeve 2" head
Psrrticu�te ca tit 1.54U mxc�r+sn sieve
Particulate ca t it 600 micron sieve
Particulate ca t while 9MMOng filter
Particulate wmtaised within or em filter ftseff
' TARY B.
11
JOHNSQN
g
E-259M
;'z
MIDLAND
;19
ShwTech
Tuff Tice
Zabel
Zoeller
1 br. 40 min.
7 min.
6 min.
* 2 brs.
0
0
0
0
0
0.2
0.3
1.2
0
15.0
0.3
6.3
0
1 2.2
0
2.3
*Ended test at 2 hours, total head height was at 1 3/4"
Note: All filters except Sirdrech caught seeds in 1500 micron sieve but was not recordable in 1/10g scale

JTJL
THIRD PARTY VERIFICATION OF FLOW RATES ON THE STF-110
AND THREE OTHER GRAVITY SEPTIC TANK FILTERS
• Test done with clean water and no particulate
• Filters placed in a standard outlet tee of S & D type with a 17" taflpiece 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'h" and I" head height above outlet level
• All fdtcrs tested using the above conditions
FILTER FLOW RATES
Sim/Tech
Tuff Tite
Zabel
Zoeller
'1z" head be ht above outlet flow
1, 800 GPD
1, 440 GPD
1, 195 GPD
900 GPD
1" head height above outlet flow
5, 040 GPD
4, 680 GPD
4, 858 GPD
1, 800 GPD
{¢�� Oi aeEy`�d.
g GARY 13Wo
r 1 N �
A E
0 3� 1
Pr
�9fiFESati�#
"GARY B.
I
JOHNSON
=
E-25985
MIDLAND
�0 MICH
, '�

It is my opinion that the SimITech filter will prove to be a superior septic tank filter
because of it's basic design; bristles to catch any "paper like" debris on the outside surface
( guided there bemuse of the bristle's bending at the ends under pressure of the flow )-
A dead zone near the center to collect small particles as they fail out of the flow. Plus the
incalculable water paths through; and around, the filter fibers.
Crary R. Johnson PR
363 Silver Creek Rd
Petoskey, Nfi 49770
s e s r f eit,N9�
Q
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MINI-CLIK° RAIN SENSOR
INSTALLATION CARD
Introduction
In most installations, the Mini-Clik sensor acts as a switch that breaks
the circuit to an irrigation system's solenoid valves in response to rain.
This allows the timer to advance as scheduled, but keeps the valves from
opening the water flow. Once the Mini-Clik has dried sufficiently, the switch
closes again to allow normal operation.
The Mini-Clik has 25' (8 m) of cable attached to it. The cable terminates
with blue leads. These leads will be wired to the SEN terminals or SEN and
SEN COM terminals of the controller. The order in which they are wired
does not matter (Figure 1). Remove the jumper from the two SEN terminals.
Note: For Hydrawise° controllers, you must complete the installation by
configuring the sensor in your Hydrawise account.
For the conduit model, Mini-Clik-C: This rain sensor unit is the same as the
standard model, except there is no aluminum mounting bracket and a %2"
threaded cap that allows for electrical conduit to totally enclose the wires
has been added. Unless local code states otherwise, plumbing -grade PVC
pipe can be used, as well as electrical -grade conduit.
Mounting
Standard Model
Using the screws provided, mount the
Mini-Clik on any surface where it will be
exposed to unobstructed rainfall, but not in
the path of sprinkler spray. The switch -housing
portion must be upright (Figure 2), but the
swivel bracket can be moved for mounting on
any angled surface. Loosen the locknut and
screw before swiveling the bracket, and then
re -tighten.
For model Mini-Clik-C: The conduit acts as the
r.
iowmaii
mounting support for the unit. Therefore, place
Figure 2
and mount the conduit to allow for the desired
sensor location as described in the main instructions for the standard
model. Be sure to support the conduit sufficiently along its various lengths
Helpful Hints for Mounting
A. When looking for a suitable location (such as on the side of a building
or post), the closer the Mini-Clik is to the controller, the shorter the
wire run will be. This will minimize the chance for wire breaks.
B. The ideal location for mounting is not always the most practical
location. In the case where a compromise must exist (such as a low
location on a side wall rather than a preferred higher location), note
that the Mini-Clik will still work because it will always receive some
rainfall — it just will not be as accurate in its gauging as it could be.
C. As described in the "Operation" section of this manual, "reset
rate" refers to the amount of time it takes the Mini-Clik to dry
out sufficiently for the sprinkler system to be allowed to come
back on. The mounting location will affect this rate and must
be taken into consideration should extreme conditions exist.
For example, mounting the Mini-Clik on a very sunny, southern end
of a building may cause the Mini-Clik to dry out sooner than desired.
Similarly, mounting on the northern end of a building with constant
shade may keep the Mini-Clik from drying soon enough.
Once the Mini-Clik is mounted, run the wire to the controller. Fasten it
every few feet with wire clips or staples for best results. If an extension
to the wire provided is needed, use the following table to determine the
minimum wire gauge needed:
If the extension needed is: 0-100' (15-30 m) >100' (>30 m)
use
24-Volt Solenoid Valves Only
(No Booster Pump) — Figure 3
With the two wires from the
Mini-Clik at the controller,
locate the "common ground"
wire of the solenoid valves. If
it is connected to the common
terminal on the controller,
disconnect it. Attach one
wire of the Mini-Clik to the
"common" terminal (usually
marked "C") on the controller.
Attach the other wire of the
Mini-Clik to the common wire
leading to the valves.
18 AWG (1 mm) 16 AWG (1.3 mm)
Mini-Clik Controller
C 1 2 3 4
� B m
a
Solenoid
Valves
Common Wire to
All Valves
Figure 3
Note: The common wire to the valves does not have to be interrupted at
the controller. The Mini-Clik can be wired anywhere along the common
wire line (an example would be at the valve box location).

Wiring to Your Irrigation System
Bypassing the Sensor
IMPORTANT: The standard model Mini-Clik is sold and designed
for hooking up to 24-volt irrigation controllers only. For wiring to
110- or 220-volt irrigation controllers, consult your distributor or
the factory. All wiring must conform to National Electrical Code or
applicable local codes. For model Mini-Clik-C: WARNING! This unit is
designed to be installed in conjunction with 24 VAC circuits only. Do
not use with 110 or 220 VAC circuits.
Other Controllers
The two most common situations are shown below. For non-standard
wiring situations, consult your distributor or request our
non-standard wiring information packet.
Operation Check to Verify Correct Wiring
Turn on one zone of the irrigation system that is visible while you
On Hunter controllers, move the rain sensor switch to "Bypass." Note: Using
the "manual" switch on non -Hunter controllers typically will not bypass
the sensor.
Maintenance
There is no required maintenance for the unit. The Min i-CIik does not have to
be removed or covered for winterizing purposes.
Troubleshooting
Follow these simple checks first before assuming the unit is bad and replacing it.
If the system will not come on at all:
A. First, check to see that the Mini-Clik discs are dry and the switch "clicks"
on and off freely by pressing the top of the spindle.
B. Next, look for breaks in the wire leading to the Mini-Clik and check
all wire connections.
are in reach of the Mini-Clik. Manually depress the spindle at the top C. Finally, if the Mini-Clik is dry and the wire leading to it is good, check the
of the Mini-Clik until you hear the switch "click" off. The sprinkler Mini-Clik switch by nicking the insulation of the two "outer" wires near the
zone should stop instantaneously. If it does not, check wiring for unit to expose copper. Turn one sprinkler zone on, and apply a "jumper
correctness. It is not necessary to "wet' test the Mini-Clik, although it wire" across the two exposed wires. If the sprinkler now comes on, the
will test the operation accurately, if desired. switch is bad. Wrap all nicked wires with electrical tape.
Adjustments and Operation
The Mini-Clik can keep the irrigation
system from starting or continuing
after rainfall quantities of %8%Ya", %2%
and 3/a". To adjust it to the desired
shut-off quantity, rotate the cap on
the switch housing so that the pins 1 C
are located in the proper slots $ a
(Figure 4). Do not forcibly twist the 1/2
cap, as this could break the pins.
The time that it takes the Mini-Clik
to reset for normal sprinkler operation
after the rain has stopped is IL Vent Ring`*�Vent
determined by weather conditions
figure
(e.g., wind, sunlight, humidity).
These conditions will determine how fast the hygroscopic discs dry out.
Since the turf is also experiencing the same conditions, their respective
drying rates will roughly parallel each other. This means when the turf
needs more water, the Mini-Clik is already reset to allow the sprinkler
system to go at the next scheduled cycle. There is an adjustment
capability on the Mini-Clik that will slow down the reset rate. By
turning the "vent ring" (Figure 4) to completely or partially cover
the ventilation holes, the hygroscopic discs will dry more slowly.
This adjustment can compensate for an "overly sunny" installation
location, or peculiar soil conditions. Experience will best determine
the ideal vent setting.
All Mini-CIik models are listed by Underwriters Laboratories Inc. (UL). Samples of these
devices have been evaluated by UL and meet the applicable UL standards for safety.
If the System Will Not Shut Off Even After Heavy Rainfall
A. Check wiring for correctness (see "Operation Check to Verify Correct Wiring").
B. Check the sensitivity setting (move the cap to a more sensitive setting).
The Mini-Clik is an accurate rain gauge and can be verified by setting up a
tube -type rain gauge in the same vicinity and making periodic readings.
C. Is the rainfall actually hitting the Mini-Clik? Check for obstructions to
rainfall (e.g., overhangs, trees, or walls).
Need help? Visit hunter.direct/miniclikhelp �■ �`
© 2020 Hunter Industries Inc. Hunter, the Hunter logo, and all other trademarks are property of
Hunter Industries, registered in the U.S. and other countries. I hunterindustries.com
700802 LIT-315 F 5/20

PVC ► i [�L9�►[.Y�]GZl1�L1.��7 ►[y[�LY�1.»Z�]G�11/11►1Qt1�1►®
INSTALLATION GUIDE
OLocate the enclosed template and place it with the printed side
facing out and upright against the pedestal where the unit will be
installed.
ESEncuentre la plantilla incluida y coloquela en el pedestal en el que
instalara la unidad, con el lado impreso hacia fuera y en position
vertical.
FRReperez le gabarit fourni et placez-le verticalement, cote imprime
vers 1'exterieur, contre le socle sur lequel ('unite sera installee.
Note: SG -MC should only be installed on a metal pedestal.
Improper installation to a controller pedestal or other object
could result in water damage or fire hazard and violates UL
compliance.
Controller ----
Pedestal
0
SG -MC 43
Installation
ESNota: El SG -MC solamente debe instalarse en un pedestal
metalico. La instalacion inapropiada en el pedestal de un
programador o de otro objeto podrfa causar danos par agua o
riesgo de incendio e incumple la normativa UL.
FRRemarque : La boite de protection SG -MC ne devrait etre installe
que sur un socle metallique. Une installation inappropriee sur un
socle de programmateur ou tout autre objet pourrait entrainer
une infiltration d'eau ou un risque d'incendie et serait non-
conforme a la norme UL.
OCenter punch the pedestal where the holes are to be placed. Drill
with a 5/e" (8 mm) bit for the five perimeter holes and a 3/8" (10
mm) bit for the single offset center hole.
Ensure the enclosed gasket is used for water resistance and
approved UL Rated compliance.
Controller ----
Pedestal
0
Gasket - _
ESUtilice un punzon en el pedestal donde va a hater los agujeros.
Utilice una punta de taladro de 5/e" (8 mm) para hater los cinco
agujeros del perimetro y una punta de 3/8" (10 mm) para el
agujero central.
Asegurese de que la junta incluida se utiliza para el sellado de
agua y el cumplimiento de la normativa de calidad UL.
FRPoingonnez le socle a I'endroit ou les trous doivent etre
places. Percez avec un foret de 5/e" (8 mm) pour les cinq trous
perimetriques et un foret de 3/8" (10 mm) pour ('unique trou
decentre.
II est important d'utiliser le joint fourni pour assurer la resistance
a 1'eau et la conformite a la norme UL.

ORemove the 3'/a" (83 mm) bolt and nut underneath the sensor
guard.
Fully insert the sensor wires through the gasket into the offset
center hole of the guard.
r c,r
\. 3%"(83
mm)
/ bolt
25' (8 m) Wire _
ESRetire el tornillo de 3'/a" (83 mm) asi como la tuerca situada
debajo del protector del sensor.
Inserte los cables del sensor a traves de la junta y del orificio
central del protector.
FREnlevez le boulon et I'ecrou de 3'/a" (83 mm) sous le clapet de
protection de la sonde.
Inserez completement Ies fils de la sonde a travers le joint cans
le trou decentre du socle.
OSecure with the four supplied 3/8" (10 mm) carriage bolts and
replace the 3'/a" (83 mm) bolt and nut underneath the sensor
guard.
ESFije el protector con los tornillos carroceros de 3/8" (10 mm) y
reemplace el tornillo y la tuerca de 3'/a" (83 mm) situadas debajo
del protector del sensor.
FRFixez les quatre boulons de 3/8" (10 mm) fournis et replacez le
boulon et I'ecrou de 3'/a" (83 mm) sous le clapet de protection de
la sonde.
RESIDENTIAL AND COMMERCIAL IRRIGATION I Built on Innovation®
Hunter Industries Incorporated
1940 Diamond Street, San Marcos, California 92078, USA
www.hunterindustries.com
© 2018 Hunter Industries Incorporated RC-079-IG 2/18

Cody & Joy Parker
10311 Rougemont Road
Durham County, North Carolina
Es si I; i
o_ o
SEAL
051201G IN
Q
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''1�yR�STOPH��
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 is designed to treat the generated domestic
wastewater from a resident dwelling. The system will consist of one (1) septic tank with effluent
filter, one (1) Model 600 E-Z Treat recirculating media filter (treatment unit), one (1) E-Z Treat
recirculation tank, one (1) field dosing / storage tank, an ultraviolet disinfection unit, spray
irrigation heads, and all the necessary appurtenances. The septic tank will receive the wastewater
by gravity flow as it leaves the home. Once the wastewater fills the septic tank, it will exit the
septic tank by gravity through an effluent filter. The wastewater then enters the E-Z Treat
recirculation tank where it is pumped through the E-Z Treat treatment unit. The E-Z Treat
treatment unit removes additional BOD that were not removed in the septic tank and effluent filter.
The wastewater then flows by gravity into the E-Z Treat recirculation tank or is diverted to the
field dosing/storage tank by means of an effluent bypass valve. Wastewater flowing into the field
dosing/storage tank is treated by an ultraviolet disinfection unit prior to entering the tank. Each of
these treatment units are described in additional detail below.
Septic, E-Z Treat Recirculation, and Field Dosing / Storage Tanks:
The proposed wastewater treatment system will provide both anaerobic treatment for BOD,
nutrient and solids removal in the septic tank. This tank will be provided as specified on the
construction drawings or approved equal by Engineer. The tank shall be previously approved by
the On -Site Water Protection Section. This tank shall provide greater than 2 days of detention
time providing for adequate anaerobic treatment and solids removal from the wastewater. The
septic tank will contain a Polylok, Simtech, or approved equal effluent filter to prevent solids from
reaching the E-Z Treat recirculation tank.
The E-Z Treat recirculation tank will be provided as specified on the construction drawings or
approved equal by Engineer. Septic tank effluent will drain into the E-Z Treat recirculation tank.
Wastewater will be pumped from the E-Z recirculation tank onto the E-Z Treat treatment unit, and
the E-Z Treat treatment unit effluent will flow by gravity into the E-Z Treat recirculation tank or
the field dosing / storage tank. The field dosing/storage tank shall be provided as specified on the
construction drawings or approved equal by Engineer. The effluent from the field dosing / storage
tank will be pumped to the drip irrigation fields.
The E-Z Treat recirculation and field storage/dosing tanks will be 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.
Pumps:
There are two pumps within the wastewater treatment system. One (1) E-Z Treat treatment unit
recirculation pump will be a Sta-Rite 1/2 hp pump (Catalog Number STEP 30). One (1) spray field
dosing pump is provided as specified in the Agri -Waste Technology Inc. package. Both pumps
Cody & Joy Parker
Surface Spray Irrigation with E-Z Treat (Conversion)
MacConnell & Associates, P.C. Project No.: A08501.00 1

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 additional treatment to the septic
tank effluent as well as removing suspended solids not removed by the septic tank. The treatment
unit will be housed in the container provided by E-Z Treat. The E-Z Treat treatment unit will be
dosed by a Sta-Rite pump (Catalog Number STEP 30, 1/2hp) 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 Senor -
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 spray
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.
Spray Irrigation System:
Refer to Duane K. Stewart & ASSOCIATES, INC. package for details on the irrigation site.
Crop Maintenance and Management:
Refer to Duane K. Stewart & ASSOCIATES, INC. package for details on the irrigation site.
System Operation
The wastewater treatment system is designed to dose the E-Z Treat treatment unit every 12 minutes
to 18 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 spray field. Flow to the spray 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 flowmeter installed will track
the volume of wastewater irrigated.
Cody & Joy Parker
Surface Spray Irrigation with E-Z Treat (Conversion)
MacConnell & Associates, P.C. Project No.: A08501.00 2

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 spray 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 spray fields at any time. This access
is restricted in order to protect the health and safety of people. It is important that the spray 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 spray 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.
Cody & Joy Parker
Surface Spray Irrigation with E-Z Treat (Conversion)
MacConnell & Associates, P.C. Project No.: A08501.00
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
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.
6-12
Check amp readout and compare to manufacturers
Control Panel and
months
instructions.
Pump Efficiency
*Tanks should not be pumped during wet conditions.
Cody & Joy Parker
Surface Spray Irrigation with E-Z Treat (Conversion)
MacConnell & Associates, P.C. Project No.: A08501.00

Ez �a„WEAT
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

n
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

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

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.
-0
2. Remove, clean and replace the outlet
(D
effluent filter in accordance with the
01
instructions provided by the effluent filter
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manufacturer.
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3. Inspect the liquid level in the septic tank,
it should be level with the bottom of the
Q
outlet pipe.
3
4. Inspect the effluent and scum layers in
the septic tank. Look for oil or any other
5,
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contaminants that are not normal.
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5. Verify the tank has received its scheduled
pumping and cleaning. Check the solids
n
layer in each of the tanks. If the solids layer
(D
is excessive have the tank pumped.
3
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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.
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.
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.
Observe the system as it re -circulates.
Visually verify all flows through the system.
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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.
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. -o­;w
OMPM H3CA
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
-d*- "Min" appears in window.
OFF screw displays
seconds, minutes or hours.
Window wiill display ON
"Sec", "Min" or "He'.
. •w- Rotate ON screw until
"Min" appears in window.
ON
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

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

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

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

E-Z Q&YTREAT
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.
0

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

E Z4W�f1TREAT
Re -Circulating Synthetic Filter
AM
Installation and
Maintenance
Guide
Note: Maintenance Only
Installation is in Equipment Section
NSF.
Models bearing the NSF mark are certified Class I
to one or more of the following standards:
NSF/ANSI 40
NSF/ANSI245
NSFIANS1350
©2017E-ZTreat 2-2017

TABLE OF CONTENTS
Installation
2.0 UV Light System Maintenance
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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 is
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.
Step 4:
Using a clean, damp sponge or clean, soft cloth, wipe all residue from the quartz tube.
CA
Clean stubborn, dirty areas with a liquid glass cleaning product.
Caution: DO NOT scrape or use scouring pads.
This may scratch the quartz tube and alter the performance of the UV system.
r+
Q'
Step 5:
Visually inspect each quartz tube for cracks or breaks; replace any UV lamp assembly
0
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)
M
DO NOT use wrenches, pliers, or other tools to tighten.
Step 7: Turn power "ON" to the UV system.
Call: 703.753.4770 or visit: eztreat.net ©2017 E-z Treat

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

Cody & Joy Parker
10311 Rougemont Road
Durham County, North Carolina
Operation & Maintenance Agreement (08-13)
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]

State of North Carolina
Department of Environmental Quality
Dl��R Division of Water Resources
SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEM
DivWon of Wavier Resources OPERATION AND MAINTFNANCF. AGREEMENT
FORM: SFR W W I.S4)& M 09-18
Permit No. WQt1024720 County: Durham
M
Permittec: Cody & Jay Parker (i.e., all deeded property owners)
The Permittee agrees to operate and maintain the single-family residence wastewater truatment and irrigation system as
follows:
1. Inspect the septic tank annually, and pump out solids as needed.
2. Inspect and clean the septic tank cftluent filter annually. (if'applicable)
1 Inspect the tablet chlorinator weekly. Add wastewater grade chlorin tablets (e.g., calcium hypochloritc) as needed.
Swimming pool grade chlorine tablets arc not acceptable. (if applicable)
4. Inspect the ultraviolet disinfection unit weekly. Clean or replace the lamps and quartz sleeves as needed. (if
applicable)
5. Inspect all storage tanks, pumps, and alarms monthly. Remove the floating scum layer in all pump/storage tanks
when pumping the septic tank solids out.
6. Inspect the spray irrigation system monthly to verity: proper operation of the spray heads; that there are no leaks;
that vegetative growth does not obstruct the spray heads; that the irrigated wastewater is not pending in or running
off the designated irrigation area; and that there are no objectionable odors. (if applicable)
7. Inspect the drip irrigation system monthly to verify: proper operation of the drip lines; that there arc no leaks; that
vegetative growth does not obstruct the drip emitters; that the irrigated wastewater is not ponding in or running off
the designated irrigation area; and that there are no objectionable odors. (ifapplicable)
8. Maintain a set of Division -approved engineering plans and specifications.
9. Pay the required annual fee.
10. Request renewal of this permit on Division -approved forms no later than 180 days prior to expiration.
11. Sign and provide a Change of Uwnership application to any future owner of the single-family residence wastewater
treatment and irrigation systc cir completion and submission to the Division of Water Resources.
We understand the above r, nts and a cc to these terms as part of the issued permit.
Signature:
Signature: Date: t
Signature: Datc:
Signature: Date:
All deeded property owners shall sign this Operation and Maintenance Aereement
I'ORM: Sl'RWWISd)&M 09.18 Page I of I

Cody & Joy Parker
10311 Rougemont Road
Durham 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]

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Cody & Joy Parker
10311 Rougemont Road
Durham 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]
Cody & Joy Parker

PUBLIC HEALTH DEPARTMENT
CHATHAM COUNTY
NORTH C A R O L I N A
PUBLJc HEALTH
Environmental Health Division
July 14, 2021
Dave Klarmann
204 Hillcrest Ave.
Goldston, NC 27252
Re: Application for Improvement Permit for a proposed 4-Bedroom Residence. Property location:
Adjacent to 2356 Mays Chapel Rd. Sanford, NC 27330 Parcel number: 18332
Dear Mr. Klarmann:
The Chatham County Health Department, Environmental Health Division on July 1, 2021
evaluated the above referenced property at the site designated on the plat/site plan that accompanied your
improvement permit application. According to your application the site is to serve a 4-bedroom
residence, with a design wastewater flow of 480 gallons per day. The evaluation was done in accordance
with the laws and rules governing wastewater systems in North Carolina General Statute 130A-333
including related statutes and Title 15A, Subchapter 18A, of the North Carolina Administrative Code,
Rule. 1900 and related rules.
Based on the criteria set out in Title 15A, Subchapter 18A, of the North Carolina Administrative
Code, Rules .1940 through .1948, the evaluation indicated that the site is UNSUITABLE for a sanitary
system of sewage treatment and disposal. Therefore, we must deny your request for an improvement
permit. A copy of the site evaluation is enclosed. The site is unsuitable based on the following:
❑ Unsuitable soil topography and/or landscape position (Rule .1940)
® Unsuitable soil characteristics (structure or clay mineralogy) (Rule .1941)
® Unsuitable soil wetness condition (Rule .1942)
® Unsuitable soil depth (Rule .1943)
❑ Presence of restrictive horizon (Rule .1944)
❑ Insufficient space for septic system and repair area (Rule .1945)
❑ Unsuitable for meeting required setbacks (Rule .1950)
❑ Other (Rule .1946)
These severe soil or site limitations could cause premature system failure, leading to the
discharge of untreated sewage on the ground surface, into surface waters, directly to ground water or
inside your structure.
The site evaluation included consideration of possible site modifications, as well as use of
modified, innovative, or alternative systems. However, the Health Department has determined that none
of the above options will overcome the severe conditions on this site. A possible option might be a
system designed to dispose of sewage to another area of suitable soil or off -site to additional property.
For the reasons set out above, the property is currently classified UNSUITABLE, and no
improvement permit shall be issued for this site in accordance with Rule .1948(c).
Leading the Charge to a Healthier Chatham
80 East Street, PO Box 130, Pittsboro, NC 27312 • Phone: [phone] • Fax: [phone]

Page 2 of 2
Note that a site classified as UNSUITABLE may be classified as PROVISIONALLY
SUITABLE if written documentation is provided that meets the requirements of Rule .1948(d). A copy
of this rule is enclosed. You may hire a consultant to assist you if you wish to try to develop a plan under
which your site could be reclassified as PROVISIONALLY SUITABLE.
You have a right to an informal review of this decision. You may request an informal review by
the soil scientist or environmental health supervisor at the local health department. You may also request
an informal review by the North Carolina Department of Health and Human Services regional soil
specialist. A request for informal review must be made in writing to the local health department.
You also have a right to a formal appeal of this decision. To pursue a formal appeal, you must
file a petition for a contested case hearing with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, N.C. 27699-6714. To get a copy of a petition form, you may write the Office of
Administrative Hearings or call the office at [phone] or download it from the OAH web site at
http://www.ncoah.com/forms.html. The petition for a contested case hearing must be filed in accordance
with the provision of North Carolina General Statutes 130A-24 and 150B-23 and all other applicable
provisions of Chapter 150B. N.C. General Statute 130A-335 (g) provides that your hearing would be held
in the county where your property is located.
Please note: If you wish to pursue a formal appeal, you must file the petition form with the Office
of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER The date of this
letter is July 14, 2021. Meeting the 30-day deadline is critical to your right to a formal appeal.
If you file a petition for a contested case hearing with the Office of Administrative Hearings, you
are required by law (N.C. General Statute 15013-23) to send a copy of your petition to the Office of
General Counsel, N.C. Department of Health and Human Services, 2001 Mail Service Center, Raleigh,
NC 27699-2001.
Do NOT serve the petition on your local health department. Sending a copy of your petition to
the local health department will NOT satisfy the legal requirement in N.C. General Statute 150B-23 that
you send a copy to the Office of General Counsel, N.C. Department of Health and Human Services.
You may call or write the Chatham County Public Health Department at [phone] if you need
any additional information or assistance.
Enclosures
Sincerely,
James Carl Kivett, REHS, LSS
Registered Environmental Health Specialist
NC Licensed Soil Scientist
F1
80 East Street, PO Box 130, Pittsboro, NC 27312 Phone: [phone] Fax: [phone]

Parcel: 1S3S1 Uwner: Kobbins. Douala
e1of1
Legend
0 AugerBoringSites
Roads
2 Ft. Contour Lines
Parcels
..qys Chapel
--- - _ Rd
----------------------
: - --- ------ -
---�� - --- -
1
3
2 •
5 /
4
•
10
• 6 �
7
9 � /•
8
i
NG /
Proposed 4-Bedroom
/ Residence 40' x 60'
aaz
3'0
/ ass
3�a
/ 3Fn i
N REHS:
W E
no+o. 711si21)21
s
1 inch equals 150 feet
Feet
0 37.5 75 150 225 300
CHATHAM COUNTY
NOR— CAROL] NA
PUBLIC HEALTH

CHATHAM COUNTY
SOIL/SITE EVALUATION
On -Site Wastewater System
Applicant Landowner: u'all S �db`/N� TPN: 1833 L
Sub -Division Nam— a anLot #:
Property Address / Road Name: Gt
Date:
Proposed Facility: L"gr- Pr osed Design w: Property Size: //, §/ f
Water Supply: III ❑Public ❑Private ❑Other:
Evaluation Method: uger ❑Pit ❑Cut Type of Wastewater: ewage ❑Industrial ❑Mixed
PROFILE
#
.1940
LANDSCP
POS./
SLOPE%
HORIZON
DEPTH (in.)
SOIL MORPHOLOGY
OTHER PROFILE FACTORS
1948
PROFILE
CLASSIFICATION
&LTAR
.1941(a)(1) & (a)(2)
TEXTURE /
STRUCTURE
.1941(a)(3)
CONSISTENCE/
MINEROLOGY
.1942
SOIL WETNESS/
COLOR
.1943 / .1956
SOIL DEPTH/
SAPROUTE
.1944
RESTRICTIVE
HORIZON
L
Gi r /✓
3Sty�yR
AF
i/L
m_
L
o —
L4;r
lA.
7�
S
C
DESCRIPTOR
INITIAL SYSTEM
REPAIR SYSTEM
Other Factors (.1946) �—
Site Classification (.1948)
Evaluated By: �Ar
Others Present: ,Qq
Available Space (.1945)
System Type
'—
Site LTAR
Comments:
NOTES:
HORIZON DEPTH - In inches below natural soil surface
SOIL WETNESS/COLOR - Inches below natural soil surface to free water or soil colors with chroma 2 or less; record Munsell color
SOIL DEPTH - In inches below natural soil surface to rock, saprolite, or parent material
SAPROLITE CLASS - 5 (suitable) or U (unsuitable)
RESTRICTIVE HORIZON -Thickness and depth from land surface
PROFILE CLASS - S (suitable), PS (provisionally suitable), or U (unsuitable)
LEGEND:
LANDSCAPE POSITION
CC (concave slope)
CV (convex slope)
D (drainage way)
DS (debris slump)
FP (flood plain)
FS (foot slope)
H (head slope)
L (linear slope)
N (nose slope)
R (ridge)
S (shoulder slope)
T (terrace)
LTAR,
CONVENTIONAL, LTAR, LPP,
GROUP TEXTURE .1955 .1957
1 5(Sand) 1.2-0.8 0.6-0.4
(Suitable) LS (Loamy Sand)
II SL (Sandy Loam)
(Suitable) L (Loam)
Si (Silt)
III SiCL (Silty Clay Loam)
(Prov.Suitable) CL (Clay Loam)
SCL (Sandy Clay Loam)
SiL (Silt Loam)
0.8 - 0.6 0.4 - 0.3
0.6 - 0.3 0.3 - 0.15
IV SC (Sandy Clay)
(Prov. Suitable) SiC (Silty Clay) 0.4 - 0.1 0.2 - 0.05
C (Clay)
SLOPE < 15%- S; 15%- 30% - PS; > 30%- US [30% - 65% reclassify PS if comply with .1956; > 65% US]
STRUCTURE
WET CONSISTENCE
5G (Single Grain) - S
NS (Non -Sticky) - S
M (Massive) - US
SS (Slightly Sticky) - S
CR (Crumb) - S
S (Sticky) - S
GR (Granular) -S
VS (Very Sticky- US
S8K (Subangular Blocky) - S
NP (Non -Plastic) - S
ABK (Angular Blocky) - S
SP (Slightly Plastic) - S
PL (Platy) - US
P (Plastic) - S
PR (Prismatic) - US
VP (Very Plastic) - US
MOIST CONSISTENCE MINERALOGY
VFR (Very Friable) -S SEXP (Slightly Expansive) -S
FR (Friable) - S EXP (Expansive) - US [VFI, EFI,
FI (Firm) - S VS, or VP]
VFI (Very Firm) - US
EFI (Extremely Firm) - US
Page of Z

CHATHAM COUNTY
Applicant Landowner: //!>*4/i q<'
SOIL/SITE EVALUATION
Q / On -Site Wastewater System
TPN• IV 2 2 2
PROFILE
#
1940
LANDSCP
POS.j
SLOPE%
HORIZON
DEPTH (in.)
SOIL MORPHOLOGY
OTHER PROFILE FACTORS
1948
PROFILE
CLASSIFICATION
&LTAR
.1941(a)(1) & (a)(2)
TEXTURE/
STRUCTURE
.1941(a)(3)
CONSISTENCE/
MINEROLOGY
.1942
SOIL WETNESS/
COLOR
.1943 /.1956
SOIL DEPTH/
SAPROLITE
.1944
RESTRICTIVE
HORIZON
",o� C51
�
O i
-
E
/$'
L
/ r
�/ S
/l�
e
3 _�-
O
z;
1
)IP
. . .... .
Page z—of L

10311 Rougemont Road
Durham 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
■ ■
■■�■■ NATURAL AND CULTURAL RESOURCES
■ ■■■
August 15, 2022
Chrissa MacConnell
Green Global Technologies
501 Cascade Pointe Lane
Cary, NC 27513
RE: Info Request ID: 192
Dear Chrissa MacConnell:
❑_ Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
IR \�701:1D73[s1010YA
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.gov/offices/Directory/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 Rodney A. Butler at rod ney.butler�ncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
121 W. JONES STREET. RALEIGH. NC 27603 • 1691 MAIL SERVICE CENTER. RALEIGH. NC 276"
OFC 919,707.9120 • FAX 919„707.9121

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