NCG551828_Application_20241004 (2)

ROY COOPER
Governor
MARY PENNY KELLEY
Seemlorr
RICHARD E. ROGERS, JR.
Director
Bruce Barnes
1819 Elliot Farm Rd
Fayetteville, NC 28311
Subject: Permit Application
Application No. NCG551828
1819 Elliot Farm Rd
Cumberland County
Dear Applicant:
NORTH CAROUNA
Environmental Quality
October 04, 2024
The Water Quality Permitting Section acknowledges receipt of your application for a new NPDES WW permit, including
supporting documentation and your check number 11925 in the amount of $60.00 as payment of the application fee.
These items were received in our offices on October 4, 2024. Your application will be assigned to a permit writer within
the Section's NPDES WW permitting branch. The permit writer will contact you if additional information is required to
complete evaluation of your application. Your timely and direct response to any such request will help to expedite the
review process. Please note that acceptance of the application does not guarantee a NPDES permit will be issued for the
proposed activity. A permit will only be issued following a complete review of the application, concluding the proposed
discharge is allowable per applicable statutes and rules.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://www.deg.nc.gov/perm its-rules/environ mental -application -tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
cc: Kevin Davidson - AWT
ec: WQPS Laserfiche File w/application
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Cynthia Demery
Administrative Assistant
Water Quality Permitting Section
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Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N Salem Street, Suite 203, Apex, NC 27502
agriwaste.com 1 919.859.0669
RECEIVED
OCT 0 4 2024 L.aSeffiche
_CDEQ/DWR/NPDES
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024532 _
September 18, 2024
Mr. Charles Weaver
NPDES Permitting Program
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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RE: Application for Discharge System — Barnes Residence
1819 Elliot Farm Rd. Fayetteville, NC 28311
Dear Mr. Weaver,
Enclosed please find information supporting an application for a discharge system for a 3-
Bedroom Single Family Residence (SFR) located in Cumberland County, North Carolina. The
proposed system will replace a failed conventional drainfield that currently serves the residence.
Cumberland County Health Department has determined no permits may be issued to repair the
existing system as the site is unsuitable. The proposed system is to be sized for 3 bedrooms and
has been designed to convey all wastewater from the SFR, including greywater, to the proposed
septic tank. This application is being submitted with the intent to have coverage under the
NCG55 General Discharge Permit.
The following information is included with this letter:
- Notice of Intent (NCG550000).
- $60 check payable to North Carolina DENR.
- Documentation from Cumberland Co. Health Department.
- Letter requesting coverage under the General Permit.
- Letter requesting Authorization to Construct.
- Soils Evaluation report by Jeff Vaughan of AWT, Inc.
- Correspondence from USGS.
- Flow Path to "Blue Line" Water Feature.
- Information on Connecting to Regional Sewer.
- Engineering Alternatives Analysis (EAA).
- Local Government Review Forms.
- Plans and Specifications for the Proposed System.
Attachment A
Attachment B
Attachment C
Attachment D
Attachment E
Attachment F
Attachment G
Attachment H
Attachment
Attachment J
Attachment K

The proposed discharge location is a roadside ditch, on the south side of the residence,
which leads directly into an unnamed tributary flowing to Little River. This discharge
point, after entering the roadside ditch, flows to a water feature on the west side of the
property which flows to a tributary of Little River, part of the Cape Fear River Basin. The
discharge system will utilize the following components:
- Septic Tank with Effluent Filter
- AdvanTex AX-20 RT UV with Pump Discharge Pod
- Re -circulation Pump Chamber (Integrated into AdvanTex Pod System)
- UV Disinfection
- Pump Vault
- Discharge Point with Rip -Rap
Flow Path to "Blue Line" Water Feature
The proposed discharge location is directly into a roadside drainage ditch on the subject
property. This ultimately flows directly into Little River, via a Blue Line Feature. A map
showing the path from the discharge point to the first "blue -line" feature can be seen in
Attachment G; please note it differs from the feature conditions shown on the Cumberland
County GIS data, but has been reviewed by the NC DEQ regional staff as appropriate.
Notice of Intent
As part of the Notice of Intent, the feasibility of alternatives to discharging must be
addressed. The following alternatives are to be evaluated:
Connection to a regional or municipal sewer collection system.
Letter from the local or county health department describing the suitability
or non -suitability of the site for all types of wastewater ground adsorption
and innovative non -discharge systems, as well as documenting the repair
potential of the failed system.
Investigate land application such as spray irrigation or drip irrigation.
Connection to a Regional or Municipal Sewer Collection System
Connection to a sewer collection system is not feasible for this facility. The Engineer
Technician for the Cumberland County Water and Sewer Authority indicated city sewer
is not available to this property, and gave no indication of plans for it to become available
within the next five years. The closest current city -maintained sewer is approximately
14,571 linear ft from the property and there are no immediate plans for a sewer extension
to the area at this time (Attachment H). For reference, if an installation cost of $150/11 of
installed sewer line was assumed, the cost to connect this property to the sewer line
would be approximately $2,185,650.

Local Government Review Forms
As part of the EAA, Local Government Review Forms were sent to Cumberland County
and the City of Fayetteville. A copy of the submittal is included as Attachment J. To
date, the completed forms have not been received.
I appreciate your time and efforts in reviewing this application. If you have any
questions or comments, please feel free to contact me at 919-859-0669.
Best Regards,
Kevin Davidson, P.E.
V.P. of Engineering

Letter from the local or county health department describing the suitability or non -
suitability of the site for all types of wastewater ground adsorption and innovative
non -discharge systems. Document the repair potential of the failed system.
The Cumberland County Environmental Health Department indicated that the site is
unsuitable for installation of a ground absorption septic system via letter dated
03/30/2022 (Attachment B). The letter indicated that an improvement permit cannot be
issued due to unsuitable soils and insufficient space.
Investigate Land Application such as spray irrigation or drip irrigation.
Per the soil evaluation by Jeff Vaughan of Agri -Waste Technology, Inc. the site does not
have sufficient space or suitable soil characteristics to accommodate a non -discharge
surface spray or drip wastewater system (Attachment E).
7Q10 Flow Estimate
The United States Geological Survey (USGS) was contacted to determine the 7QI0 flow
estimate for the proposed wastewater discharge point. The proposed discharge location is
to a roadside ditch running along the south property line. This flows directly into Little
River, the Blue Line Feature. The analysis from USGS indicates the 7Q10 discharge for
the point in question is likely zero (Attachment F).
Engineering Alternatives Analysis
An Engineering Alternatives Analysis (EAA) has been completed for this site and
is included as Attachment 1. In my opinion, the completed EAA demonstrates
that a wastewater treatment system permitted under the NCG550000 General
Discharge Permit is the only feasible option for this site. We have exhausted all
other options for this site as follows:
a.) connection to a municipal or regional sewer collection system
- Not feasible due to costs.
b.) subsurface disposal
- Not feasible due to tree removal costs and soils.
c.) single-family residence wastewater irrigation (drip and spray)
- Insufficient space for a non -discharge ground absorption
system.
d.) reclaimed -water systems
- Not feasible due to costs. No reasonable ability to operate
as a bulk distributor of reclaimed water.
e.) Any viable combination of the above
- There are no viable combinations of the above due to soil
and cost limitations.

Attachment List
Attachment A Notice of Intent (NCG550000)
Attachment B Documentation From Cumberland County Health Department
Attachment C Letter Requesting Coverage Under the General Permit
Attachment D Letter Requesting Authorization to Construct
Attachment E AWT Soils Evaluation Report
Attachment F 1. Correspondence from USGS
2. Stream Classification
Attachment G Flow Path to "Blue Line" Water Feature
Attachment H Information on Connection to a Regional Sewer System
Attachment I Engineering Alternatives Analysis
Attachment J Local Government Review Forms
Attachment K Plans and Specifications for the Proposed System

Attachment A
Notice of Intent (NCG550000)

Laserfiche
National Pollutant Discharge Elimination System
(NPDES)
Division of Water
Resources
Application for SURFACE DISCHARGE
Environmental Certificate of Coverage (COC) Under
Quality General Permit NCG550000
For Single -Family Residences and Similar Discharges
100domestic wastewater - < 1,000 gallons per day
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
Io
6
Certificate of Coverage
(COC)
N
IC
IG
15
5
1
1119
Check #
Amount
INK
J (00. 00
igned to:
Clarl�r .A t,wc.
The Division of Water Resources will not accept an application package unless all instructions are followed.
Failure to submit all required items may result in the application being returned. For more information, visit
the Water Quality Permitting Section's NPDES Permitting Unit website. (Press TAB to navigateform)
1. Regional Office Contact: Please contact your DWR Regional Office before submitting this
application. If you have not met with your appropriate DWR Regional Office Representative, the
application will be returned.
Please list the DWR Regional Office representative(s) with whom you have discussed this project:
Name(s): Chad Turlington Date: 3/13/2024
2. Owner's Contact Information: RECEIVED
Applicant Type: ® Individual ❑ Corporation ❑ Partnership
Owner Name and Title: Bruce Barnes O C T 0 4 2024
Street Address: 1819 Elliot Farm Rd. NCDEQ/ DWRINMES
City: Fayetteville State: NC Zip:28311
Telephone #(H): - Telephone # (W): -
Cell/Mobile #: [phone] Email: [e-mail]
3. Location of Facility Producing the Discharge: Please list the address of the facility. If facility is not yet
constructed, give street address or lot number.
Street Address: 1819 Elliot Farm Rd.
City: Fayetteville
County: Cumberland
Telephone #: -
Website:
4. Site -Location Narrative:
State: NC Zip: 28311 -
Cell/Mobile #: [phone]
Please describe how to get to the facility from the nearest town, major highway or identifiable roadway
intersection (use street names, state road numbers, and/or distances and directions).
From Raleigh, head Southwest on US,401 S to NC-55 E. Head southwest on US:001 S/US70 E to S Saunders St. Keep right to continue
on U1401 S. Turn left onto NC42 E/NC-55E. Continue strai hl onto NC-55 E. Tom right onto NC-210 S/W Depot St. Turn riht to
slay on NC-210 S. Turn left onto Elliott Bridge Rd. Turn right onto Elliot Farm Rd, the property will be on the right.
Page 1 of 7 Revised: A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct (ATC)
under General -Permit NCG550000
Describe the nature of the project. ["New" means has not yet been physically constructed, "existing"
means system already physically exists. Please see 15A NCAC 02H .010301) for further clarification].
❑ Installation of a New Wastewater Treatment System (/jyes, skip to Number 9.)
❑ Expansion of an Existing Wastewater Treatment System (for example, adding bedrooms) (/jyes,
skip to Number 9.)
® Replacement of an Existing Wastewater Treatment System (/jyes, go to Number 6. )
5. Describe the Existing Wastewater Treatment System:
® Conventional Septic Tank/Leach-field — Discharge to Sub -Surface Soils. If previously permitted,
please attach a copy of the permit or enter the permit number Attachment B. no permit number.
If you are not aware of an existing permit, check here.
❑ Sandfilter— Discharge to Surface Waters [or other, as defined 15A NCAC 02H.0103(11)]. If
previously permitted, please attach a copy of the permit or enter the permit number . If you
are not aware of an existing permit, check here. ❑
❑ Filter Media System (Pod System)— Discharge to Surface Waters [or other, as defined 15A NCAC
02H.0103(11)]. If previously permitted, please attach a copy of the permit or the permit number.
If you are not aware of an existing permit, check here. ❑
❑�
Other
❑ Check here if submitting proposal for a new system or if no treatment system exists.
6. Check all EXISTING wastewater treatment components:
® Septic tank ❑ Dosing tank
❑ Primary sand filter ❑ Secondary sand filter
❑ Chlorination ❑ Dechlorination
❑ Self -Contained POD system [describe] _
® Leach Field
❑ Post Aeration (specify type)
❑ UV disinfection
❑ Recirculating sand filter(s)
❑ Other components:
7. Provide Details of Single -Family Residence (SFR) or Similar Facility:
a) Type of facility:
® Residential
❑Other: _
❑ Commercial
b) Amount of wastewater discharged:
- Residential: Number of bedrooms 3 x 120 gallons per bedroom — 360
gallons per day (flow)
Commercial: How many employees? (25 gpd/person)
Page 2 of 7 Revised: A. Orlando NPDES 2lSepr2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct (ATC)
under General -Permit NCG550000
c) Is your existing treatment system failing? Yes ® No ❑
d) Has the Health Department formally condemned your existingsystem
ystem
"unsuitable for repair?" Yes ® No ❑
If yes, please name the Health Department [local, county, or state], and provide the site -
inspection date [attach Health Department's judgement letter, if available]: Cumberland County
Public Health Department 03/30/2022
If previously permitted [local, county, or state], provide permit number and date issued [attach
copy, if available]: The original permit is unavailable, however all available septic
information has been included in Attachment B.
8. Check all PROPOSED new system components
® Septic tank ❑ Dosing tank ® UV disinfection: (Orenco)
❑ Primary sand filter ❑ Secondary sand filter ❑ Recirculating sand filter(s)
❑ Chlorination ❑ Dechlorination ❑ Other components:
® Self -Contained POD system [describe] AdvanTex AX20-RTUV
® Post Aeration (specify type) Riprap at Discharge Point
❑ Proposed Modifications to Existing Treatment System - Explain in detail the nature of the
modification. Attach all site maps, plans and specifications, signed by an NC Certified Engineer.
If prepared by others, plans must conform to 15A NCAC 02H .0139.
® Proposed New Treatment System for Surface Discharge (not constructed) - Attach all site maps,
plans and specifications, to be signed by an NC Certified Engineer. If prepared by others, plans
must conform to 15A NCAC 02H .0139.
Expanding Flow? - Do you propose to increase permitted or existing flow? ❑ Yes ® No
Provide details of the Proposed NEW Discharge [Flow and Source Water]:
® Check if same as 6.
Existing: Amount of wastewater currently discharged: Number of bedrooms 3 x 120 gallons per
bedroom = 360 gallons per day to be permitted (design flow)
Expanding: Amount of wastewater proposed to be discharged: Number of bedrooms _ x 120
gallons _ gallons per day to be permitted (design flow
9. Evaluate Alternatives to Discharge to Waters of the State. Please address the feasibility of
discharge alternatives as instructed in the NCDEQ Engineering Alternatives Analysis (EAA)
Guidance Document found here. (Note: Evaluation for endangered species is not required.)
Page 3 of 7 Revised- A. Orlando NPDES 2lSept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct (ATC)
under General -Permit NCG550000
a) Connection to an Existing Wastewater Treatment System - Provide the distance
to the nearest connection, such as a regional or municipal sewer system, and the
estimated cost per foot to connect including fees. 14,571 Lin. Feet (a), $150/ft
b) Land Application — Assess the land application disposal alternatives such as spray
irrigation, drip irrigation, individual/community onsite subsurface systems, and/or
innovative ground -absorption. Questions to consider:
(1) Are on -site soils suitable for land application? Yes ❑
(2) Is there sufficient area on -site?
Yes ❑
ffi
c) Wastewater Reuse — Evaluate reusing all or a portion of the wastewater
generated, such as for golf course irrigation, crop irrigation (e.g., hardwood or
pine plantation, grasses), athletic field irrigation, landscape uses, and/or
commercial/industrial uses.
d) On -Site Soil Evaluation— Submit an evaluation of the soils on -site,
documented by a certified report from a NC Professional Soil Scientist, or by
your local or county health department report (if available). Provided
e) Cost of Alternatives — Provide an estimation of the cost of each discharge
alternative or combination of alternatives. Provided
10. Provide Regional Information: Please provide the following information. If you need assistance in
obtaining this information, please contact Your local DEO regional office.
a) Stream Classification -Verify the stream classification for the nearest downgradient named
waterbody. The NC Surface Water Classification map can be found by clicking here.
C (Stream Index: 11F23424))
b) Is it a High -Quality Water? If so, check if it is by definition or by designation? In order to check
this, ask the Planning Unit.
The unnamed tributary is NOT a HQW by definition (C).
c) Mao - Provide a map locating the nearest downstream waters -of -the -State (i.e. where the effluent
reaches an unnamed tributary, creek, stream, river, or lake via any surface -water conveyance).
Provided
d) Site Evaluation -Contact DEQ's local Regional Office for a site evaluation to confirm the
proposed discharge flow path to the nearest waters -of -the -State. The wastewater/stream
confluence and stream class must be verified in the field by DEQ's Regional Staff. Please list the
Regional Office staff member you contacted for the inspection.
e) Flow Path - Display graphically the flow path of the discharge to the nearest surface Waters of
the State. Document any potential hydrologic trespass or right-of-way infringement on any
neighboring property (i.e. note all properties encountered prior to reaching watersof-the-State).
Provided
Page 4 of 7 Revised: A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct (ATC)
under General -Permit NCG550000
f) 7010/3002 Estimate- Contact USGS J. Curtis Weaver (919-571-4043) to provide the estimated
7Q I O and 30Q2 stream -flow estimates for the first downstream point -of -contact with waters -of -
the -State.
Provided
it. Certificates of Coverage/Notices of Intent to Discharge/Authorizations to Construct - Check ALL of
the following information has been provided. Incomplete Applications will be returned.
® An original letter [two (2) copies] requesting coverage under NCG550000.
® This application [two (2) copies]. Your signature on this application, certifies that you are l gaily
re�onsible for the proposed treatment system (see page 6 of 6) for the COC/N011 ATC.
® A check or money order for $60.00 permit fee made payable to NCDEQ.
12. Additional Application Requirements
a) Narrative Description of the treatment system. This narrative should present treatment components
in order of flow — influent to outfall, including anti-crosion structures and sample -port location(s).
b) Final Plans and Specifications for a wastewater treatment system shall be signed by a North
Carolina -registered Professional Engineer, or if prepared by others, must conform to 15A NCAC
02H .0139. All documents are to be stamped "Final Design - Not Released for Construction."
Submittal shall include a site map showing the proposed outfall and the effluent proposed path to
surface waters -of -the -State. (see Item ]for location verification by DWR Regional Office staff.)
c) Submittals by a Consulting Engineer or Engineering Firm shall include:
I. A copy of your written authorization to represent, signed by the legal
permit Applicant; and
2. Upon completion of proposed work, a signed copy of DWRs Engineer's
Certification form attesting that the project was completed in accord
with the DWR approved COC/ATC, as issued.
Page 5 of 7 Revised: A. Orlando NPDES 2/Sepr2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct (ATC)
under General -Permit NCG550000
wrrrrsrssssssrssswrrrrrrrrrrsrwrrwrrrsrsssw•wrrrrrrr■rrrrrrrsrarrsswrwrswarrrr
CERTIFICATION
I certify that 1 am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: Bruce Barnes
Title: Owner
(Please review 15A NCAC 02H .0106te1 for definition of authorized signing officials)
0 Z ssF0 20
(Signature of Applicant) (Date Signed)
Page 6 of 7 Revised. -A. Ortando NPDES 21 Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct (ATC)
under General -Permit NCG550000
NOTE: Treatment System Maintenance is Required - Upon receiving a Certificate of
Coverage/Authorization to Construct (COC/ATC), the Division recommends that the Permittee solicit
manufacturer -certified training, or solicit a qualified contractor or service to regularly inspect and
maintain this treatment system. The Permittee is responsible under this COC/ATC to maintain all
components of the approved treatment system, designed to meet Surface Water Quality Standards [see
attached Operation and Maintenance Agreement].
Compliance duties include:
• paying your annual fee [due on the anniversary of COC/ATC effective date],
• following the manufacturer's guidelines,
• conducting and documenting inspections, in compliance with General Permit NCG550000,
• establishing sources for OEM spare parts and supplies,
• taking discharge samples for analysis, and logging the results,
• making necessary repairs, documenting said maintenance in logs, and
• keeping logs onsite for the life of the permit, available for DWR inspection.
North Carolina General Statute & 143-215.6B provides that:
Any person who knowingly makes any false statement representation, or certification in any application, record,
report, plan, or other document filed or required to be maintained under this Article or a rule implementing this
Article; or who knowingly makes a false statement of a material fact in a rulemaking proceeding or contested
case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate any recording or
monitoring device or method required to be operated or maintained under this Article or rules of the Commission
implementing this Article, shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed ten
thousand dollars ($10,000). 18 U.S.C. Section 1001 provides a punishment by a fine or imprisonment not more
than 5 years, or both, for a similar offense.
Application must be accompanied by a check or money order for $60.00
made oavable to:
NCDEQ
♦ ♦ ♦ .
Mail this application and one copy of the entire package (with check) to:
NCDEQ/DWR/NPDES
Attention: John Hennessy, Supervisor
Compliance and Expedited Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attn: John Hennessy
Note: Submission of this document insures DWR's consideration, but does not
guarantee issuance of a Certificate of Coverage/Authorization to Construct.
Page 7 of 7 Revised- A. Orlando NPDES 21 Sept1017

Farrel Number
CUMDERIAM COUNTY HEALTH DEPARTNENf
ENVTRONMRNTAL HEALTH DIVLSION
130 Gillespie Sheet / Fayetteville NC 28301RIume (910) 433-36681i667/Fnc [phone]
APPLICATION FOR PBRMTF ,�A
Sit.Addeaaa I E• uLk o ./ L- T �-/� n /'tP-04 'il-b
CRY -TAJE tW1 (I t. State W r_ `.
Developmeat/Subdivislon LoIlPhase/Setdon 131,1 Bldg Unit
APPLICANT: ❑ Owmt (outrun/Bmlder• Project Contact Perron/AWhortaed Repsssmftd"
No<aeI�AUQ J`3iifc'� Phtme: �I: qio- �783yo�
City f /-(A U O Staters zip W3•Lie.,, .! & (]uaifintim:
Project Contact Person phone: Email:
Address
City
Slane Zip_
REASON FOR APPLICATION:
New SysepdSnilRnluadon ❑Setback Review
Begioecred Option tSS Option
]Ruhaw Plot Plan w/visit
Inspection ofExiomit System Reuu/Chenge of Use
Pspsosioa- Room Addition/Swimming Pool
]Redraw PI Plm a/o vhil
8htspection of Existing System in MHP-AIW
ologioal, _Inorgeoic
]New Well -Drinking Water
mn of sdng system In MFi-Occupancy
Bdof&tisdog
BWalerSample-_fla.1c
Water Sample-_Muate _Chemical(VOC)
INcW Weil- IrriptiuWAgdwlture
peirSystem
.Water Semple -_Petroleum _pestipde
TypeofOo-SRe Wastewater System Desired: u Conventional innovative Amepted
❑ Alternative n Other
WIII wastewater other Men damestiesewage be generated? Yes/Nat Wrcle one) Does the site contain am Jurisdictional wetlands? tYes/Nor Is the site
wbNot W approval by any other Public aamw? (Vanity.) Does the site contain any a .Il wastewater systems or wells? (Y.M.) Arc there an,
easements or rightaf-ways an this property?
Water Source: P-pblic V/ster ❑ New Well ❑ Existing Well Consm stity Weil Spring
Name of Original Owner: _ _ Request for: a New Homc ❑ Existing Home
Was Plat/ Property Approved Conditionally by Planning Department? ❑ Yes• No ('AOach copyojrordnlomj
Type of Establishment/Residence: ❑ House ❑ mH ❑ Other
Square Footage of Residence/Building: 0Bedrooms: ...3 NPeople:
Basement Plumbing Fixtures Proposed? Yes No
Year House Built / Septic Tank Installed:
Date Property Originally Deeded & Recorded:
Site Plan Provided
g Plan dmwin A -lid /orfwLAIvwa Anew appucadon teas/ be !ed
A,, wwn, menf P call Aa .Hwl.n.L Wiutewaro
Property Zoned? ❑ Yee No
11 Plat Provided
A 1110 drmrn b ? Lend Sa,v,vo (RLS) L a sm a 211 b"A
sea.0 nix more rben 60 f e tr vnlid ,41hear ®Iran.. A�horimrion L
re a r ConrbtreHon (ATC! - op"dL p2h L 131 reu ai
which fine g mrW be renewed
ZPuing Pcrmit No.
C^N of Zvo, N—I, or Zonbg S.O. Form from Corny Z.eirg OQhce hew, be
Abmiaadyirh 4jr# mhmjor SWI iwlhwrlow.
I hereby make application to the Cumbedmd County Public Health Department for a site evaluation for the on -site sewage disposal system far the abc vo-
described property and authorize Ounbedmd County Persounel to go on said property to make the necessary inryeetion(s)/cmluetions. I rmderstand that nix the
applicant, I era responsible for noting and mark;og property Ines, comers, genera®ts, underground utilities, and making the site accessible for the nu -site
persomcl to conduct thew evaluations. I agme that the contents of this application arc true and mpmamt tha meaim® facilities to be plated ou the property. I
UNDERSTAND B TNR INFORMATION IN THE APPI TCATJON IS FAi SIFIRT)CHANrRD, OR TRR STTR IS ALTERED. THEN THE
IMPORYEMENT PERMIT AND AUTHORIZATION TO CONSTRUCT SHALLBECOME INVALID, I additionally understand thatl am responsible
for notifying the Health Department Rmy, property coatams my wetlands as designated by the Amy Corps of Fagincers, and if the airs ;s subject to approval
by other Rgeneies. -II ,�f //�J •f1 /�
Owner/ Agent Signature: - ,( Yj 1-�-�Xn / `r k/ 1 1Q L 3
PHONE: �t 7 --Q j a 2 J ( Emal(: G`flYt:J a� 7FD q (i H
•�,e 2 - com
nThe LSS Evaluation attached tothis application is tobe road to produce design and construction features for Permibtag ikA sage with SL 2018-
114 Secfim 11.(c). {�
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Mr. Adan Cruz Jacinto
435 Mill Creek Church Rd
Newton Grove, NC 28366
CUPMBERL..ANp
COLip N_r N,
March 30, 2022
You have been issued a Septic System violation on this date for attempting to illegally repair the
unusable septic system located at 1819 Elliott Farm Rd, Fayetteville NC 28311. This system has been
deemed unrepairable as per the North Carolina Dept of Justice. Case 06EHR 2186, Steven C. Bullard v.
Cumberland County Dept of Public Health.
You will soon be cited with an effective Court order from the Cumberland County Health Director, for
attempting to illegally repair the septic system. If you continue to your actions, you may be subject to
arrest or prosecution.
Repair Permit 2017-806 is for a Pump and Haul permit, that requires an additional 1250-gallon pump
tank to be installed, along with an autodialing system to a certified septic pumper. The tanks must be
pumped out every time the alarm is set off. This maybe weekly or bimonthly pending the water usage.
You would also be required to have a contract with a level 4 Septic Operator. The original drainlines
MAY NEVER BE USED AGAIN and there are no other options for this property except,
A. Move the home to a more suitable location.
B. Apply for a Direct Discharge Permit from the state. This system must be designed by an engineer
and inspected by the state.
The County Building Inspection Department has been notified of your attempted Illegal Repair and will
be contacting you conceming repairs to the house.
Fredrick Thomas, RS
EH On -Site Supervisor II
fth o m a s Cd co. c u m be rl a n d. n c. us
910-433-3692
1235 Ramsey Street • Fayetteville, North Carolina 28301 • [phone] • Fax: [phone]

N. C. Department of Environment and Natural Resources/Division of Environmental Health
NOTICE OF VIOLATION
ON -SITE WASTEWATER SYSTEM
_Certified Mail
(Return Receipt)
First Class Mail
Owner: Adan Cruz Jacinto Mailing Address: 435 Mill Creek Church Rd, Newton Grove NC 28366
Occupant: OWNER Location: 1819 Elliott Farm Rd, Fayetteville NC 28311
X Residence ❑ Business ❑ Other
Dear Mr. Adan Jacinto
You are hereby notified that you are violating the Rules adopted by the North Carolina Commission for Health Services or
Article 11 of Chapter 130A of the General Statutes ofNorth Carolina by owning or controlling a residence, place of business,
or place of public assembly which is not provided with an approved wastewater system. Your wastewater system is not in
compliance.
On 29 March 2022, an inspection of the wastewater system by the CUMBERLAND COUNTY
DEPARTMENT OF PUBLIC IJEAUI'H indicated the following violations:
Violation Law or Rule Cite
DISCHARGE OF SEWAGE OR EFFLUENT TO THE SURFACE/GROUND I5A NCAC I8A.1961
You are hereby ordered to bring your wastewater system into compliance by completing the following:
XCl Install/Renair wastewater system. You must obtain
a Repair Permit from the local health department
prior to repair your system.
❑ Eliminate wastewater discharge and connect to an
approved wastewater system.
X❑ Other Repairs (specify)
";Comply with permit 2017-1100"
11 Perfonn Maintenance (Specify)
If the wastewater violation is not brought into compliance by .__I June 2022 __, appropriate legal action will be taken.
Failure to comply with the Imes, rules and this notice will subject you to the following legal remedies; Injunction Relief [G.S.
130A-18], Administrative Penalties [G.S. 130-22(c)], Suspension or Revocation of Permits (G.S. [30-23], and Criminal
Penalties [G.S. 130-25].
You may contact our office at 130 Gillespie Street Fayetteville NC 28301. 901-433-3692, phone;
4333669
Notice Issued 30 April2022__Signed:
Date
Agent
Compliance Signed_.___Agent
Data DENR/DEH

3129122, 8:21 AM
i
Property Summary - Cumberland County Real Properly Data
Property Summary
Data last updated on: 312812022 a morshlp cunanl os of: 3128D022 Tax Year: 2a22
REID G533146300000 PIN 110533-14.6303 1 Print Praparty, Info T,
Location Addross Property Description
1819 ELLIOT FARM RO TIMBERLINE NORTH LOB 8 0 SE01 PL0044.0055
Property Owner Omars Melling Address
JACINTO. ADAN CRUZ 435 MILL CREEK CHURCH RD
NEWTON GROVE NC 28366
Parcel ® 6ulldinps War: Improvements .+A Land Deeds 1 P/ Notes $ Solos Sales Can
Administrative Data
Plat Book & Page
0044-0055
Old M-Pe
Market Area ea
I 2439
Township
I NONE
Planning Jurisdiction
COUNTY
city
Fire District
0081-FIRE-SERV-DISTI
Spec DlsVlct
RECREATIONI
Land Class
R1D1-RES
History REID 1
I
� History REID 2
I I
IAcreage
_ 1.2
I Permit Data
'I
Permit a
1 1
Transfer Information
Deed Date
10/04/20211
Deed Book
i 011268I
Dead Page
I 007371
Revenue Stamps
50.001
Paclmga Sale Date
Package Sale Price
l Land Sale Date
I
iLand Sale Price I
Improvement Summary
Total Buildings
1
Total Units
I 0
Total Living Area
1,538:
Total Gross Leasable Area
a!
PropertyValue
Total Appraised Land
Total Appraised BUIldh
Total Appraised Misc II
Value
Total Cost Value
Total Sales Comp Vale
Total Appraised Value
Sales Camp -
Other Exemptions
Exemption Desc
Use Value Deferred
Hlstork Value Deferral
Total Deferred Value
Total Taxable Value
htlpsJAaxptva.m.mmbedand.nc.usimmapxrdlPrapertySunOnaryaspx7PARCELPK=129971 1l1

Cumberland County Department of Public Health
130 Gillespie Street '
Fayetteville_ NC 28301-5417
[phone]
Improvement Permit
-This permit Is subject to revocation if the site plan or plat, whichever Is
applicable, or the Intended use changes.
Date: 611612017 REPAIR PERMIT SEPTIC Permit #: 2017 - 806
Private well to be installed prlor to wastewater system Installation.
Pin Number: 0533-14-6308
Date purchased: 511512017
Expiration dale: 511512022
Applicant Name: BULLARD, STEVE Zoning Permit Number 0
Max Occupancy:
Site Address: 1819 ELLIOT FARM ROAD Lot: 8 8 9
Fayetteville NC 28311-
Directions:
Type of Establishment: Residential Design Flow: 360 gpd Site Classification: Unsuilable
Repairs: SITE UNSUITABLE FOR SEPTIC SYSTEM REPAIR
WASTEWATER SYSTEM: The attached plot plan cannot be changed.
Tank Capacity: 0 gallons Pump tank reserve capacity: 1200 gallons
NITRIFICATION FIELD: Type: Orion No. Bedrooms: 3
No. Lines: Lengm of Each Line: Width of Each Line: Maximum Trench Bottom Depth
Conditions: PUMP AND HAUL PERMIT/ 1200 GALLON PUMP TANK WITH R17ERS ON BOTH TANKS/ INSTALL AUTO DIALER
ALARM SYSTEM/ OBTAIL SIGNED CONTRACT WITH SEPTIC HAULER. OWNER MAY APPLY FOR DIRECT
DISCHARGE PERMITWITH STATE.
❑ Plat Provided - When a PLAT Is provided, the Improvement Permit is valid vrilhoul expiration.
❑ Site Plan Provided - When a SITE PLAN Is provided, the Improvement Permit is valid for five (5) years.
Improvement Permit Expiration Date: 5/1612022
Improvement Permit Approved By. F THOMA yq Dale: 3110/2017
AUTHORIZATION FOR WASTEWATER SYSTEM CONSTRUCTION (ATCI
An AullhodwIlon for Westiralar System Construction Is equired.befortionyperson shag commence or assist In the Installation, constrection or repair of
Wastewater system and before any other panne; (cleebical, plumbing, hearing. air conditioning or other construction) can be Issued.
AUTHORIZATION FOR WASTEWATER SYSTEM CONSTRUCTION IS VALID FOR FIVE (5) YEARS.
ATC Expiration Dale:
ATC Approved By: F THOMAS _ Dale: 5/1612017
Contractor. Pump Information
This septic lank and this nitrification told have been Impacted and meal Ihawguirements asset forth byArUcla 11 of Chapter 130A of the General Slalulas of
North Cuofiva,'Wostcwaler Syslema"Lmvs and Rulas for Sewage Treatment and Disposal Sytems' Title 10 NCAC, Subchapter 10A, Section .1900 and
'Regulations GovuNng Saratary Sags, Cogeclion, Trearment and Disposal In CumCadand County, NC'; hmvever, the signing of Ins form In novmy
guarantees the life of the system or that It will function under any or all conditions.
Operations Permit Approved By: Date:
Inspection of sower fine between house and saplic tank dorm Ihueto Is the respon:abgay of Cumberland County Inspection Dept (010) 321,6636
System Type Manufacturer
Tank Information
51`1612017 07:27 AM R-69

t _
State of North Carolina
Department of Justice
ROY COOPER PO BOX 629
ATTORNEY GENERAL
Raleigh, North Carolina
27602
February 19, 2008
Mr. Danny Soles
Environmental Health Supervisor
Cumberland County Health Department
227 Fountainhead Lane
Fayetteville, NC 28301
RE: Steven C. Bullard v. Cumberland County Health Dept.,
06 EHR 2186
Dcarhh-. Soles:
REPLY TO:
Judith rmnan
Health & Public Assistance
TEL: [phone]
FAX: [phone]
Enclosed is the Decision in the above -referenced case. Please call me if you have
questions.
Sincerely yours,
?1LhJllman JWIJ
Assistant Attorney General
JT/ct
Enclosure
cc: Dr. David IYIcCloy, Regional Specialist

z
R1 ,
STATE OF NORTH CAROLINA IN THE OFFICE OF
1R"' Fcn 18 AM I I: WMIAIISTRATIVE HEARINGS
COUNTY OF CUMBERLAND 06 EHR 2186
Steven C Bullard P-� -;ni. ' :. •.•.:� ..",
Petitioner )
VS. ) DECISION
Cumberland County Health Dept )
This contested case was heard before Administrative Law Judge Beecher R. Gray on
April 5, 2007, in Sanford, North Carolina.
APPEARANCES
For Petitioner: Pro Se - Steven C. Bullard represented himself.
For Respondent: Judith Tillman
Assistant Attorney General
North Carolina Department of Justice
P.O. Box 629
Raleigh, N.C. 27602-0629
EXHIBITS
Petitioner: No exhibits
Respondent: Nos. 1, 2, 3, 4, 5, 6, 7, 8 and 9
ISSUE
Whether Respondent properly denied Petitioner's application for a repair permit for a
failing septic system at 1819 Elliot Farm Road in Cumberland County.
Based upon a preponderance of the evidence, the undersigned makes the following:
FINDINGS OF FACT
1. Mr. Ajmal Heshaam is a soil scientist with the Cumberland County Health Department.
Mr. Heshaam has more than 20 years of experience in the field of environmental health. He was

tendered and qualified as an expert in soils and their evaluation for ground absorption waste
disposal and treatment systems and in the evaluation of failing systems.
2. Mr. Heshaam has visited Petitioner's property at 1819 Elliot Farm Road in Cumberland
County on at least two occasions, one in October 2000 and one in August 2006.
3. On the October 2000 visit, Mr. Heshaam evaluated the site, performing auger borings and
evaluating the site for on -site repair options. Mr. Heshaam found the site unsuitable for an on -
site repair in October 2000.
4. At hearing Mr. Hcshaam testified as to his findings during his October 2000 site
evaluation.
5. Mr. Heshaam testified that he knows of no options for on -site repair of Petitioner's
wastewater disposal system.
6. Mr. Fredrick Thomas is an environmental health specialist with the Cumberland County
Health Department. Mr. Thomas has 12 years of experience in the field of environmental
health. He was .tendered and qualified as air expert in soils and their evaluation for ground
absorption waste disposal and treatment systems and in the evaluation of failing systems.
7. Mr. Thomas visited Petitioner's property at 1819 Elliot Farm Road in Cumberland County
in February 2007. On that occasion, Mr. Thomas observed puddles of raw sewage on the
property. At hearing, Mr. Thomas testified to what he saw and used two photographs that he
took to illustrate his testimony. The photographs are Respondent's exhibit Nos. 7 and 8.
8. Dr. David McCloy is a regional soils specialist with the N.C. Department of Environment
and Natural Resources, Division of Environmental Health. Dr. McCloy has 10 years of
experience in the field of environmental health. He was tendered and qualified as an expert in
soils and their evaluation for ground absorption waste disposal and treatment systems and in the
evaluation of failing systems.
9. Dr. McCloy evaluated the site in August 2006 and found no options for an on -site repair of
the system.
10. Dr. McCloy prepared a written report on the site (Respondent's Exhibit 9). In his report,
Dr. McCloy stated that the site is unsuitable for an on -site repair due to soil morphology,
pursuant to 15A N.C.A.C. 18A .1941; unsuitable due to soil wetness, pursuant to 15A N.C.A.C.
18A .1942; unsuitable due to soil depth, pursuant to 15A N.C.A.C. 18A .1943; and unsuitable
due to insufficient available space, pursuant to 15A N.C.A.C. 18A .1945.
11. At hearing, Dr. McCloy testified as to the findings in his report.
12. Mr. Heshaam accompanied Dr. McCloy during a site evaluation by Dr. McCloy in August
2006.

13. Mr. Heshaam and Dr. McCloy, both expert witnesses, concluded that the site at 1819 Elliot
Farm Road offers no on -site repair options.
14. Petitioner presented no expert witnesses.
15. Petitioner presented no 'testimony at all about options for an on -site repair of the
wastewater system on the property at'l819 Elliot Farm Road.
16. There has been a history of failure of Petitioner's system at 1819 Elliot Farm Road for at
least six years.
17. The system is in a state of failure and cannot be repaired on -site.
CONCLUSIONS OF LAW
1. The Office of Administrative Hearings has personal and subject matter jurisdiction of this
contested case pursuant to Chapters 130A and 150B of the North Carolina General Statutes.
2. N.C. Gen.'Stat. 150B-34(a) requires that this case be decided based upon "the
.preponderance of the evidence, giving due regard to the demonstrated knowledge and expertise
of the agency with respect to facts and inferences within the specialized knowledge of the
agency." Due regard to the demonstrated knowledge and expertise of the agency was established
through the expert witness testimony of Mr. Heshaarn, W. Thomas and Dr. McCloy.
3. 15AN.C.A.C. 18A.1938(b)provides as follows:
(b) The person owning or controlling the system shall be responsible for
assuring compliance with the laws rules and permit conditions regarding system
location, installation, operation, maintenance, monitoring and repair.
, .,Y,_•.,Based on the facts set out above, the undersigned concludes that there is no on -site repair
gptidn available -for the property at 1819 Elliot Farm Road. Petitioner offered no contrary expert
testimony as to. the availability of an on -site repair option for the property.
Based on the foregoing Findings of Facts and Conclusions of Law, the undersigned issues
the following:
DECISION
Respondent's decision to deny Petitioner's application for an on -site repair permit for the
property at 1819 Elliot Farm Road is AFFIRMED,

ORDER
It is hereby ordered that the agency serve a copy of the FINAL DECISION on the Office
of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 17699-6714.
NOTICE
The decision of the Administrative Law Judge in this contested case will be reviewed by
the agency making the final decision according the standards found in N.C. Gen. Stat. 15013-
36(b), (bl) and (62). The agency making the final decision is required to give each party an
opportunity to file exceptions to the decision of the Administrative Law Judge and to present
written argument to those in the agency who will snake the final decision. N.C. Gen. Stat. 15013-
36(a).
The Agency that will make the final decision in this contested case is the North Carolina
Department of Environment and Natural Resources.
This the � 0 day of February, 2008.
4
Beecher R. Gray
Administrative Law Judge

A copy of the foregoing was mailed to:
Steven C Bullard
513 singletaryPlace
Fayetteville, NC 28314
PETITIONER
Judith Tillman
Assistant Attorney General
NC Dept of Justice
9001 Mail Service -Center
Raleigh,NC 27699-9001
ATTORNEY FOR RESPONDENT
This the �� day of February, 2008.
Raleigh, NC 27699-6714
[phone]
Fax:[phone]

BILLING CONTACT
Juana Soto AM
Payment Date: 10/02/2023
Reference Number Fee Name
SEPTIC2023-01757 I Septic Repair
1819 ELLIOT FARM RD Fayetteville, NC 28311
Transaction Type Payment Method Amount Paid
Fee Payment I Credit Card
SUBTOTAL
TOTAL
$25.00
$25.00
$25.00
October02, 2023 2:13 PM 130 Gillespie Street, Fayetteville, NC 28301 Page 1 of 1

Attachment C
Letter Requesting Coverage Under the General Permit

AVVr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N Salem Street, Suite 203, Apex, NC 27502
agriwaste.com 1 919.859.0669
September 18, 2024
Mr. Charles Weaver
NPDES Permitting Program
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RE: Letter Requesting Coverage under the General Permit
Application for Discharge System — Eames Residence
1819 Elliot Farm Rd. Fayetteville, NC 28311
Dear Mr. Weaver,
Please consider this letter as a request for coverage under the General Permit for a Multi -
Phase Filter System. The proposed system will replace an existing, failed conventional
septic system. The site has been deemed unsuitable by Cumberland County. The
proposed system is to be sized for 3 bedrooms at 360 gallons/day and has been designed
to convey all wastewater from the SFR, including greywater, to the proposed septic tank.
The residence is located at 1819 Elliot Farm Rd. Fayetteville, NC 28311.
Thank you for your assistance in this matter.
Sincerely;
Kevin Davidson, P.E.
V.P. of Engineering

Attachment D
Letter Requesting Authorization to Construct

AVVr
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N Salem Street, Suite 203, Apex, NC 27502
agriwaste.com 1 919.859.0669
Mr. Charles Weaver
NPDES Permitting Program
Division of Water Duality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RE: Letter Requesting Authorization to Construct
Application for Discharge System — Barnes Residence
1819 Elliot Farm Rd. Fayetteville, NC 28311
Dear Mr. Weaver;
September 18, 2024
Please consider this letter as a request for an Authorization to Construct (AtC) a Multi -
Phase Filter System. The proposed system will replace an existing, failed conventional
septic system. The site has been deemed unsuitable by Cumberland County. The
proposed system is to be sized for 3 bedrooms at 360 gallons/day and has been designed
to convey all wastewater from the SFR, including greywater, to the proposed septic tank.
The residence is located at 1819 Elliot Farms Rd. Fayetteville, NC 28311.
Thank you for your assistance in this matter.
Kevin Davidson, P.E.
V.P. of Engineering

Attachment E
AWT Soil Evaluation Report

Z/� 2
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Soils Evaluation
1819 Elliot Farms Rd
Fayetteville, NC 28311
Cumberland County
TO: Bruce Barnes
FROM: Jeff Vaughan, PhD, LSS
Senior Soil Scientist
DATE: July 28, 2024
Agri -Waste Technology, Inc. (AWT) was contracted to perform a soils evaluation for
the purpose of on -site wastewater system suitability at the subject property in Fayetteville,
INC. The evaluation was performed by Jeff Vaughan, Senior Soil Scientist, of AWT on
06/29/2024. A single-family residence with an existing non -repairable conventional
wastewater system is located on the property. The lot has been evaluated by Cumberland
County Environmental Health Department and deemed to be unsuitable for any subsurface
on -site wastewater system option. Cumberland County Environmental Health Department
specified that the only options for the residence were a permanent Pump and Haul permit or
to receive a Discharge Permit.
The soils on the subject properties are unsuitable for conventional and alternative
subsurface wastewater systems due to insufficient space, poor soils, significant disturbances,
and soil wetness conditions. Surface application/irrigation systems do not qualify for this lot
due to insufficient space based on required setbacks.
For the above reasons, the properties do not comply with the requirements of 15A
NCAC 18A Section .1900 — Sewage Treatment and Disposal Systems -or- 15A NCAC 02T
Section .0600 — SFR Wastewater Irrigation Systems. This site is a likely candidate for a
surface discharge system to support the existing Single -Family Residence.
Please contact us with any questions, concerns, or comments.
f
Jeff Vaughan, LSS
JDV

Attachment F
1. Correspondence from USGS
2. Stream Classification

7Q10/30Q2 Flow Report- Bruce Barnes 1818 Elliot Farm Road Fayetteville NC
Region ID: NC
Workspace ID: NC20240617173202751000
Clicked Point (Latitude, Longitude): 35.21864,-78,89501
Time: 2024-06-17 13:3215 -0400
The drainage am for this discharge location is approximately 0.04 sq.mi. Given the drainage area is less than of sq. miles
the USGS streamflow records for extremely small basins are very limitM to almost nonexistent for North Carolina streams,
and all lcw-flow characteristics (7Q10, 30Q2, W7Q10, and 7Q2) for these small drainage basins arc presumed to be zero
How or less than minimal flow (0.05 cts). The information provided here is made Possible by the guidance of the USGS
South Atlantic Water Science Center (GA-SC.NC) and Mr. J. Curtis Weaver.
Basin Characteristics
Parameter Coda
Parameter Description
DRNAREA
Area that drains to a point on a stream
LC06DEV
Percentage
of land -use
from NLCD 2006
classes 21-24
PCTREGI
Percentage
of drainage
area located in
Region
l - Piedmont / Ridge and Valley
PCTREG2
Percentage
of drainage
area located in
Region
2 - Blue Ridge
PCTREG3
Percentage
of drainage
area located in
Region
3 - Sandhills
PCTREG4
Percentage
of drainage
area located in
Region
4 - Coastal Plains
PCTREG5
Percentage
of drainage
area located in
Region
5 - Lower Tifton Uplands
Peak -Flow Statistics
Peak -Flow Statistics Parameters [Region 3 SandlAills rural under 1 sgmi 2014 5030]
Parameter Code Parameter Name Value Units
DRNAREA Drainage Area 0.0472 square miles
LC06DEV Percent Developed from NLCD2006 21.9 percent
O Collapse All
Value Unit
0.0472 square miles
21.9 percent
0 percent
0 percent
100 percent
0 percent
0 percent
Min Limit Max Limit
0.14 1
2.8 98.5

Peak -Flow Statistics Parameters [Peak Southeast US NC 2D23 5006]
Parameter Coda
Parameter Name
Value
Units
Min Limit
Max Limit
PCTREGI
Percent Area in Region 1
0
percent
0
100
PCTREG2
Percent Area In Region 2
0
percent
0
100
PCTREG3
Percent Area in Region 3
100
percent
0
100
PCTREG5
Percent Area in Region 5
0
percent
0
100
DRNAREA
Drainage Area
0.0472
square miles
0.08
8902
PCTREG4
Percent Area in Region 4
0
percent
0
100
Peak -Flow Statistics Disclaimers [Region 3 SandHills rural under 1 scimi 2014 50301
One or more of the parameters Is outside the suggested range. Estimates were extrapolated with unknown errors.
Peak -Flow Statistics Flow Report [Region 3 SandHills rural under 1 sgmi 2014 50301
Statistic
Value
Unit
50-percent AEP flood
7.39
ftA3/s
20-percent AEP flood
12.1
ftA3/s
10-percent AEP flood
15.7
ftA3/s
4-percent AEP flood
20.9
ftA3/s
2-percent AEP flood
25
ft"3/s
1-percent AEP flood
29.9
ft-3/8
0.5-percent AEP flood
34.8
ft-3/s
0.2-percent AEP flood
42.2
ftA3/s
Peak -Flow Statistics Disclaimers [Peak Southeast US NC 2023 50061
One or more of the parameters Is outside the suggested range. Estimates were extrapolated with unknown errors.
Peak -Flow Statistics Flow Report [Peak Southeast US NC 2023 50061
Statistic
Value
Unit
50-percent AEP flood
5.77
ftA3/s
20-percent AEP flood
10.9
ftA3/s
10-percent AEP flood
15.4
ftA3/s
4-percent AEP flood
21.8
ftA3/s
2-percent AEP flood
27.7
ftA3/s
1-percent AEP flood
33.6
ft-3/s
0.5-percent AEP flood
40
ftA3/s
0.2-percent AEP flood
48.5
fte3/s
Peak-Fk w,Statistics, Citations
Feaster, T.D., Gotvald, A.J., and Weaver, J.C.,2014, Methods for estimating the magnitude and frequency of floods for urban and small,
rural streams in Georgia, South Carolina, and North Carolina, 2011 (ver. 1.1, March 2014): U.S. Geological Survey Scientific
Investigations Report 2014-5030, 104 p. (http://pube.usge.gov/sir/2014/5030/)
Feaster, T.D., Golvald, A.J., Musser, J.W., Weaver, J.C, Kolb, K.R., Veilleux, A.G., and Wagner, D.M.2023, Magnitude and frequency of
floods for rural streams in Georgia, South Carolina, and North Carolina, 2017—Results: U.S. Geological Survey Scientific Investigations
Report 2023.5006, 75 p. (httpt:#pubs.er.usgs.gov/publication/sir2O235006)
USGS Data Disclaimer: unless otherwise staled, all dam, metadam and related materials are considered til satisfy the quality standards relative to the purpose for which the data were
collected. Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U.S. Geological Survey IUSGS), no warranty
expressed or implied is made regarding the display or utility of the data for other purposes. nor on all computer systems. nor shall the act of distribution constitute any such warranty.

USGS Software Disclaimer: This software has been approved for release by the U.S. Geological Survey (USGS). Although the software has been subjected to rigorous review, the USGS reserves
the right to update the software as needed pursuant to further analysis and review. No warranty, expressed or Implied, Is made by the USGS or the U.S. Government as to the functionality of
the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software Is released on condition that neither the USGS nor the U.S. Government
shall be held liable for any damages resulting from its authorized or unauthorized use.
USGS Product Names Disclaimer: Any use of fade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government
Application Version: 4.20.1
StremnStats Services Version: 12.22
NSS Services Version: 2.2.1

-,-='-12,298 `e a 1819 Elliot Farm Road,Fayetteville.._ X
Surface Water Classifications: Cape Fear
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Attachment G
1. Flow Path to "Blue Line" Water Feature

Lower rhver
Unnamed Tributary Flow Path
Converges with
Lower Little River 85
8572
8 5 05
847
8450
,
8 8424 1
Unnamed Water
Feature (Tributary) 8421 R
Discharge Point: Roadside \
I ? 1869s
Ditch along Southern P, 56
Property Line *t855h
• 8 424 416 C
418 1 5 *183V
410 064 • LL
439 -- --- �- 1819:
431 423 _ • r
• 421415 :"If Rli pp
7 17n
Image Source:
Stream Index:
Stream Name:
Stream Classification:
Flow Path to Classified Water
Cumberland County GIs Data Viewer
18-23-(24)
Little River (Lower Little River)
C

Ra
Image Source:
Map Index Identification:
Water Feature Type:
Legend Designation:
-.W"
Five,
Soil Survey of Cumberland and Hoke Counties
Sheet Number 4
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Attachment H
Information on Connection to a Regional Sewer System

Brvan Isherwood
From: publicutilities <[e-mail]>
SentWednesday, July 31, 2024 8:15 AM
To: Bryan Isherwood
Subject: RE: Cumberland County Sewer Request
Good morning,
Cumberland County Public Utilities does not serve that area.
Thank you,
Amy Hall
Public Utilities Project Manager
Public Utilities Department
Cumberland County
0:910-678-7682
CUMBERLAND
From: Bryan Isherwood <[e-mail]>
Sent: Tuesday, July 30, 2024 10:33 AM
To: publicutilities <[e-mail]>
Subject: Cumberland County Sewer Request
CAUTION: This email originated from outside of the County. Do not open attachments, click on links, or reply unless you trust the
sender or are expecting it.
Good Afternoon,
I have a sewer availability request for a property located in Cumberland County. Please let me know the
approximate distance to the nearest sewer location, as well as if there are any plans for sewer line expansion
towards the property in the next 5 years.
1819 Elliot Farm Rd,
Fayetteville, INC 28311
Cumberland County REID: 0533146308000
Thanksyou,
AVVrBryan Isherwood
Assistant Prq'ecr Engineer
[e-mail] I Direct: 919.729.5694
Engineer and Soil scientists
Agri -Waste Technology, Inc. (AWT)
501 N. Salem Street, Suite 203, Apex, NC 27502
agriwaste.mm I Office: 919.859.0669

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Attachment I
Engineering Alternatives Analysis

Z/� `
Engineers and Soil Scientists
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Engineering Alternatives Analysis
Barnes Residence
1819 Elliot Farm Road
Fayetteville, NC 28311
Cumberland County
NCA
SEAL
024582
Date: September 18, 2024
Design Engineer: Kevin Davidson, P.E.
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, NC 27502
Office: 919-859-0669

Engineering Alternatives Analysis (EAA) Guidance Document
North Carolina Division of Water Resources
NOTE: The N.C. Division of Water Resources (DWR) will not accept an NPDES application for a new or
expanding wastewater treatment plant discharge unless all the required application requirements are
submitted. A complete NPDES application will include the following items:
NPDES Application Form (in triplicate)
Application Fee
Engineering Alternatives Analysis (in triplicate)
Local Government Review Form (non -municipals only)
Failure to submit all of the required information will result in return of the incomplete package. If you have
any questions about these requirements, contact the NPDES Unit staff. Contact names, application forms,
applicable fees, and guidance documents are available on the NPDES website at:
hags://deq.nceov/about/divisions/water-resources/water-resources-permits/wastewater-branch/n es -
wastewater -permits. Completed applications should be mailed to: NCDENR/DWR/NPDES Complex
Permitting Unit,1617 Mail Service Center, Raleigh, NC 27699-1617.
Background
The NPDES permit program was enacted in 1972 as part of the Clean Water Act. The original goal of the
program was to eliminate all point source discharges to surface waters by 1985. Although this goal was not
achieved, the NPDES program continues to strive toward it. In that light, an Engineering Alternatives
Analysis (EAA) is required with any NPDES application for a new or expanding wastewater treatment plant
discharge, in accordance with 15A NCAC 21-1.0105(c)(2). In order for an NPDES application to be
approved, the EAA must provide complete justification for a direct discharge to surface water alternative,
and demonstrate that direct discharge is the most environmentally sound alternative selected from all
reasonably cost-effective options [per 15A NCAC 2H.0105(c)(2)].
The purpose of this EAA Guidance Document is to provide guidance to the regulated community for the
evaluation of wastewater disposal alternatives. The impetus behind this comprehensive guidance was based
on the following: 1) a majority of new NPDES applications were being returned as incomplete due to
inadequate FAA submissions; and 2) a few recent court cases resulted in unfavorable rulings for the NPDES
discharger due in part to inadequate EAAs. DWR most frequently returns EAAa as incomplete due to
inadequate flow justification, inadequate alternatives evaluations, and/or lack of documentation/references
used to design and cost alternatives.
Please note that this guidance document is designed primarily for domestic wastewater discharges. For other
proposed discharges such as water treatment plant discharges from ion exchange and reverse osmosis units,
some alternative disposal options may not be technologically feasible. Within this guidance document, we
have attempted to point out where such technological limitations may exist. You are urged to review NPDES
permitting guidance documents on the NPDES website, which discuss some of the limited disposal options
for some discharges.
Please note that if a proposed municipal expansion is subject to SEPA Environmental Assessment
(EA)/Environmental Impact Statement (EIS) requirements, the FAA requirements should be incorporated
into the SEPA document. In addition, the NPDES Unit cannot accept an application for a new/expanding
NPDES discharge until departmental review of the SEPA document is complete and a Finding of No
Significant Impact (FONSI) has been submitted to the State Clearinghouse for circulation.
EAA Guidance Document Remston: October 2019
Page I of 14

The following step-by-step outline should be used for the preparation of all EAA submissions. If an EAA
submission lacks any of these basic elements, the NPDES application will be returned as incomplete.
STEP 1. Determine if the proposed discharge will be allowed
Before beginning any engineering evaluation of alteratives, you must first determine if the proposed
wastewater discharge will be allowed. Otherwise, time and money may be spent needlessly for an EAA
preparation that will ultimately be rejected on the basis of existing water quality restrictions. There are
several potential restrictions to a wastewater discharge to surface waters, including:
• Zero flow stream restrictions [15A NCAC 2B.0206(d)(2)] apply to oxygen -consuming waste in
zero -flow streams. In order to determine streamflow at the proposed discharge location, contact
the U.S. Geological Survey at 919-571-4000.
• Receiving stream classification restrictions [e.g., ORW, WS, SA, NSW, and HQ class waters
have various discharge restrictions or require stricter treatment standards]. Stream
classifications are available on the the DWR Classification and Standards/Rule Review Branch
website: (http://portal.ncdenr.org/web/wq/ps/csu), while wastewater discharge restrictions
for various stream classifications are presented in state regulations 115A NCAC 2B.02001.
• Basinwide Water Quality Plans. These basin -specific plans list NPDES permitting strategies
that may limit wastewater discharges to particular streams within the basin due to lack of stream
assimilative capacity, etc. Basin plans are available on the DWR website, or you may contact the
DWR Basinwide Planning Branch (http://portal.ncdenr.org/web/wq/ps/bpu)..
• Impaired waters and TMDI.s. Certain waterbodies listed as impaired on the 303(d) list and/or
subject to impending TMDIs may have wastewater discharge restrictions. The list of 303(d)
impaired waters is located on the DWR website, or you may contact the DWR Modeling and
Assessment Branch (http://portaLncdenr.org/web/wq/ps/mtu).
• Presence of Endangered Species. If endangered species are present in the proposed discharge
location, there may be wastewater discharge restrictions. Endangered species information may
be included in the Basinwide Water Quality Plan, or you may contact the U.S. Fish and Wildlife
Service (919-856-4520), N.C. Wildlife Resources Commission (919-733-3633), or the N.C. Natural
Heritage Program (919-733-7701).
Municipal applicants.
As a public service, the NPDES Unit will evaluate whether a proposed municipal discharge is considered
allowable. The municipality needs to initiate this review by submitting a letter request for Speculative
Effluent Limits to the NPDES Unit. You must obtain streamflow estimates for the proposed discharge
location to ensure that the receiving stream is not subject to zero flow restrictions. Low flow data
(specifically, drainage area, summer and winter 7Q10, average flow and 30Q2 flow statistics) can be obtained
for a nominal fee from the U.S. Geological Survey in Raleigh at 919-571-4000. The low flow data must be
submitted with the speculative limits request letter. If the proposed discharge appears to be allowable, the
NPDES Unit will prepare speculative effluent limits for a maximum of 2 flows and 2 discharge locations using
water quality models. The municipality can then use the speculative limits to prepare preliminary
engineering design and cost estimates for the direct discharge alterative within the EAA. In limited
instances where complex water quality models are necessary to develop speculative limits and determine
potential water quality impacts, some municipalities have undertaken the modeling effort (with DWR review)
in order to expedite this portion of the NPDES permit review process.
Response: N/A Non -municipal applicant
EAA Guidance Document Revision: October 2019
Page 2 of 14

Lyon -municipal applicants.
Due to staff constraints, the NPDES Unit cannot prepare speculative limits for non -municipal applicants.
Thus, it is your responsibility to make your own determination as to whether the proposed discharge might be
allowed by the Division, by evaluating the water quality factors listed above. It is highly recommended that
you discuss the proposed discharge with the applicable DWR Regional Office and/or NPDES Unit staff, who
may be able to provide input on the likelihood of a new/expanding discharge. As a first step, you must
obtain streamflow estimates for the proposed discharge location to ensure that the receiving stream is not
subject to zero flow restrictions. Low flow data (specifically, drainage area, the summer and winter 7Q10,
average flow and 30Q2 flow statistics) can be obtained for a nominal fee from the U.S. Geological Survey in
Raleigh at 919-571-4000. The low flow data must he submitted with the EAA, and will be used by the permit
writer to develop permit limits. You must also verify that the proposed action (Le., construction of a
wastewater treatment plant and its appurtenances) is consistent with local zoning and/or subdivision
ordinances. You will need to request the local government(s) to complete a Local Government Review Form
(Attachment A), and include the signed and notarized form with your NPDES application package.
Response: The United States Geological Survey (USGS) was contacted to determine the 7Q10 flow estimate for the
downstream tributary of the proposed wastewater discharge point. The proposed discharge location is directly to
a drainage ditch on the subject property. The analysis from USGS indicates the 7QI0 discharge for the point in
question is likely zero (Attachment F of application package). Because this is an existing treatment system with
zero flow, the discharge will be considered on a case -by -case basis.
All applicants.
If you conclude that the proposed discharge will pass the "allowable discharge" criteria, then begin the EAA
preparation by summarizing the following general information about the proposed project:
Provide a description of the proposed project. If the project will be constructed in phases,
provide a schedule for constructing each additional phase, and provide the projected flow per
phase (see STEP 2).
Response: A wastewater discharge system is to be constructed for a 3-Bedroom Single Family Residence (SFR) located in
Cumberland County, North Carolina. The proposed system will replace an existing conventional system that
currently serves the residence. The proposed discharge location is into a roadside drainage ditch located on the
subject property. Flow from the drainage ditch leads into an unnamed water feature flowing to Little River
(approved by NCDEQ Regional Staff Professional Chad Turlington). The proposed treatment system will utilize
the following components:
- New Septic Tank with Effluent Filter
- AdvanTex AX-20 RT UV Pod
- Recirculation Pump Chamber (Integrated into AdvanTex Pod System)
- UV Disinfection
- Pump Chamber
- Discharge Point with Rip -Rap
Construction of the proposed system will occur in a single phase with an anticipated completion time of
approximately 2 weeks after the start of construction activity.
Applicant name, mailing address, phone number, contact person
Response: Applicant Information
Name:
Mr. Bruce Barnes
Mailing Address:
1819 Elliot Farm Road
Fayetteville, NC 28311
Phone Number:
910-391-0454
Contact Person:
Mr. Bruce Barnes
EAA Guidance Document Revision: October 2019
Page 3 of 14

Facility name, address, county, phone number, contact person
Response: Facility Information
Name: Barnes Residence
Address: 1819 Elliot Fans Road
Fayetteville, NC 27516
County: Cumberland
Phone Number: 910-391-0454
• EAA preparees name, mailing address, phone number, contact person
Response: FAA Preparer's Information
Name: Kevin Davidson, P.E.
Mailing Address: Agri -Waste Technology, Inc.
501 N. Salem Street
Apex, NC 27502
Phone Number: 919-859-0669
Contact Person: Kevin Davidson, P.E.
STEP 2. Provide reasonable projections for population and flow
Residential Population Projections.
Facilities requesting an NPDES discharge permit for new or expanding domestic wastewater discharges
must document the population to be served within the service area over a 20-year planning period. The NC
State Demographics unit provides population data for each county and municipality and can be accessed on
the Internet at http://www.demog.state.nc.us. If 20-year population projections for specific areas are not
available, a linear extrapolation of population trends from the past decade should be used. Any deviation
from a linear projection method must be clearly justified. If population projections include future
annexations, include a proposed annexation schedule as well as any annexation requirements that must be
met.
Response: Because the wastewater treatment system is designed for a single-family residence, the population to be served
will be limited by the number of bedrooms at the individual residence. The existing house contains 3 bedrooms.
For the 20-year planning period, the system will be designed for a 3-bedroom residence with a flow of 360
gallons per tiny. At 2 people per bedroom, the system will be designed to serve 6 residents.
Municipal Flow Projections.
Justification of flow as well as a demonstration of need shall be provided. Mere speculation is not sufficient.
Flow projections should represent average anticipated flows, since permit flow limits are based on monthly
averages. Peaking factors used to design various components of the wastewater collection system (e.g.,
collector sewers, interceptor sewers, pumping stations) should not be used in the justification of the average
anticipated flow. For municipal wastewater dischargers, flow must be justified using the Clean Water Loan
Program (CWLP) Guidance for Preparing Engineering Reports available on the Internet atError! Hyperlink
reference not valid. http://po"al.ncdenr.org/web/wi/cleanwater/er. Exceptions to these flow criteria may
be approved on a case -by -case basis provided adequate justification is supplied.
• Current Flow- Provide current flows including residential, commercial, industrial, and
infiltration/inflow (I/I) based on actual flow data or water billing records. Current residential
flow and current commercial flow may be based on water billing records minus a 100/6
consumptive loss. Current industrial flow may be based on dual metering to determine
consumptive losses.
• Future Residential Flow- Provide 20-year residential flows based on projected residential growth.
Multiply the projected growth in residential population by 70 gallons per day per capita.
EAA Guidance Document Revision: October 2019
Page 4 of 14

Future Commercial Flow- Provide 20-year commercial flows based on projected residential
growth. Multiply the projected growth in residential population by 15 gallons per day per capita.
Future Industrial Flow- Provide flow for future documented industrial flow. A nominal
allowance for future unplanned industrial expansions may be considered by the Division,
provided the basis is clearly justified and current land -use plans and local zoning allow for such
industrial growth.
Response: N/A Non -municipal applicant
Non -Municipal Flow Projections.
Flow may be justified in accordance with 15A NCAC 2H .0219(1) for various activities (e.g., new
subdivisions, new schools, various commercial activities). For other proposed discharges (e.g.,
groundwater remediation, water treatment plant filter backwash, industrial facilities), the flow projections
will be based on engineering design considerations and/or production projections rather than population
projections.
Response: Because the wastewater treatment system is designed for a single-family residence, the population to be served
will be limited by the number of bedrooms at the individual residence. The existing house contains 3 bedrooms.
For the 20-year planning period, the system will be designed for a 3-bedroom residence with a flow of 360
gallons per day. At 2 people per bedroom, the system will be designed to serve 6 residents.
STEP 3. Evaluate technologically feasible alternatives
Since a goal of the Clean Water Act is to minimize or eliminate point source discharges to surface waters,
any proposal for a new or expanding wastewater discharge must include evaluation of wastewater disposal
alternatives in addition to direct discharge. Particularly for dischargers of domestic wastewater, this
evaluation should investigate the feasibility of the following wastewater disposal alternatives:
• Connection to an existing wastewater treatment plant (public or private)
• land application alternatives, such as individual/community onsite subsurface systems, drip
irrigation, spray irrigation
• Wastewater reuse
• Surface water discharge through the NPDES program
• Combinations of the above
In order for the applicant to eliminate a wastewater disposal alternative, you must either show that the
alternative is technologically infeasible, or that it would be cost prohibitive to implement relative to a direct
discharge alternative. Please note that for some alternatives, it might be easier to prove an alternative is not
viable based on high cost rather than technological feasibility. For example, for a large municipal expansion
that would require several hundred acres for a land application alternative, it might be easier to simply
assume that the required acreage could be purchased and calculate the present value costs (including current
market land costs) for this option, rather than evaluating whether land application is technologically
infeasible due to lack of available land and/or poor soil conditions. For those alternatives identified as
technologically feasible, you must develop and compare costs, based on a preliminary level design effort (see
STEP 4).
The Division recognizes that wastewater disposal alternatives may be limited for some non -domestic
wastewater scenarios, and a full alternatives evaluation may not be warranted. If there is some question as to
whether an alternative may be eliminated, contact the NPDES Unit staff. Some scenarios that might not
require a full alternatives evaluation include:
FAA Guidance Document Revision: October 2019
Page 5 of 14

Water Treatment Plant Discharges. Discharges from water treatment plants (WrPs) that utilize
a membrane technology (e.g., reverse osmosis, nanoftltration) or ion exchange system tend to
generate highly concentrated wasteatreams. These wastestreams are not amenable to land
application and do not have to be evaluated for this alternative. However, since these
wastestreama can also have a toxic impact on a receiving freshwater system, proposed new
discharges from these WTPs to freshwaters will not be considered for an NPDES permit unless
you can demonstrate that the environmental impacts would be minimal based on dilution
modeling. You should investigate whether the wastewater can be piped to a stream with
sufficient dilution, or whether a local WWTP might accommodate this discharge. Please note
that discharges from WTPs that utilize greensand filtration or conventional technology produce
a wastestream that is not saline, therefore no disposal alternatives can be automatically ruled out
as infeasible for these other WTPs. Refer to the NPDES website for permitting strategies for
reverse osmosis, ion exchange, greensand filtration, and conventional WTPs.
Groundwater Remediation System Discharges. You will need to evaluate whether WWTP
connection, land application, infiltration galleries, in -situ groundwater remediation wells, or
closed -loop groundwater remediation wells are viable disposal alternatives. While land
application might be a feasible alternative in rural areas, it would not be a feasible alternative in
downtown Charlotte, where there is no land available for wastewater application. In this
instance, you may simply state that land application is infeasible based on land constraints
within the city. You will also need to evaluate connection to an existing WWTP (in accordance
with Alternative A), since there are some municipalities that have accepted this wasteatream in
the past. If the municipality will not accept the wastestream, the connection alternative is also
considered technologically infeasible. Please note that in -situ and closed -loop groundwater
remediation wells are permittable well types and further guidance is available through the
Aquifer Protection Section.
Aside from these exceptions, you should proceed with the alternatives evaluation in accordance with the
following requirements. If you have any questions about these requirements, contact the NPDES Unit staff.
Alternative A. Connection to an Existing Wastewater Treatment System.
You must evaluate the feasibility of connecting to an existing wastewater treatment system served by a
municipality or other entity holding a valid NPDES or Non -Discharge Permit. All connection options
should include an evaluation of a gravity line and/or force main with pump station(s).
1. Existing Sewerage System:
(a) Identify whether there are existing sewer lines within a five -mile radius, or consider a greater
radius if cost effective for the project size.
Response. Connection to a sewer collection system is not feasible for this facility. The Cumberland County Water and Sewer
Authority indicated that the property is not within the coverage area. The nearest sewer is approximately 14,571
linear ft from the subject property and therefore should not be considered accessible.
There are no immediate plans for a sewer extension to the area at this time (Attachment H). The property would
have to cross multiple properties or take a lengthening route to hook up to the nearest sewer line.
If an installation cost of $150/ft of installed sewer line was assumed, the cost to connect this property to the sewer
line would he upwards of $2,185,650. Additional costs including the cost of the pump station, potential "tap" or
sewer capital fees, road repair costs, frontage fees and fees for right of way permits would also be incurred by the
homeowner.
(b) Provide a preliminary indication of flow acceptance from existing municipal or private
W WTPs under consideration for connection. If a municipal or private WWTP cannot accept
the wastewater, include a letter documenting such and consider this alternative
technologically infeasible.
Response: N/A No sewerage available
EAA Guidance Document Revision: October 2019
Page 6 of 14

(c) If an existing sewerage system will accept the wastewater, evaluate the
piping/pumps/resources necessary to connect to the existing wastewater treatment plant.
Attach a topographic map or a site drawing showing the physical route of this alternative.
Conduct a Present Value Cost Analysis per STEP 4.
Response: N/A No sewerage available
2. Planned Sewerage System: Determine if a regional sewerage system within a five mile radius is
projected to be available within the next five years to receive waste from the project site. If
applicable, determine availability date and flow acceptance projection from appropriate
authority.
Response: As stated above, sewerage system currently exists within five miles of the property, but a connection to this
system is infeasible due to the cost. There are no known plans to bring a sewer system closer to the applicant's
property.
Altemative B. Land Application.
Land application disposal alternatives include individual/community onsite subsurface systems, drip
irrigation, and spray irrigation.
1. Provide an estimate of the best case hydraulic loading rate based on County Soil Surveys or from
a soil evaluation performed by a soil scientist. Include calculations showing the hydraulic
loading rate and the total area of land needed for the land disposal system, including buffers.
Response: The Cumberland County Environmental Health Department indicated that the site is unsuitable for installation of
a ground absorption septic system in a letter dated April 11, 2016 (Attachment B of application package). The
letter indicated that a repair permit cannot be issued due to unsuitable soil characteristics.
Per the soil evaluation by Jeff Vaughan of Agri -Waste Technology, Inc. the site does not have adequate space or
suitable soil to accommodate a ground absorption or surface drip or surface spray wastewater system
(Attachment E ofapplication package).
Regardless of the fact that a subsurface ground absorption cannot be designed or permitted for this site, the
potential size of a subsurface system has been estimated. According to the county soil survey, the site is
classified as a Helena sandy loam (Hell), 2 to 8 percent slopes. For a subsurface system in this soil, a drip
system with pretreatment would be required. This Hell soil is a sandy loam soil that would have a long-term
acceptance rate (LTAR) ranging from 0.05-0.2 gpd/sq.ft., with a typical rate of 0.1 gpd/sq.fl. Subsurface systems
also require the drainline to be installed with the contour so that each drainline is at a constant elevation. This
results in a "fanning" of the drainline and requires additional space in order to install the required amount of
drainline. The sizing calculation is summarized in the table below:
Subsurface Dri field Desi n Alternative
# Bedrooms
Daily Flow
LTAR
3
360
apd
0.05
/s ft
Minimum Area Required Nominal
7,200
s ft
=Daily Flow/LIAR
Estimation for TGpographical Variation
3,600
s ft
_
Estimated Area Required A ival
10,800
s ft
roximate Area Available
15,121
s ft
EAA Guidance Document Reutsion: October 2019
Page 7 of 14

The current property's land available for the sub -surface system is 15,121 sq. ft. due to setbacks and existing
site conditions; please note, this area assumes suitable topography and soil, of which it was noted the site had
little to no actual area with suitable soils. A schematic of this area is shown in Appendix A of the FAA. The
land needed for a subsurface dripfield design is a minimum of 10,800 sq. ft., so there may be sufficient space
for this type of system at the residence, but most of this area contains unsuitable topography for septic i.e.
floodplain/drainage area and multiple gullies.
The potential size of a non -discharge surface application system has also been estimated. According to the
county soil survey, the site is classified as a Helena sandy loam (HeB) soil. For a surface system in this soil,
the SFR loading rate group is likely restricted to a maximum annual loading of 19.5 in/year. The sizing
calculation for a non -discharge surface system is summarized in the table below:
Non -Discharge Surface Design Alternative
3
# Bedrooms
_
Daily Flow
360
apd
Surface Loading Rate
19.5
In/year
Minimum Area Required Nominal
10,810
Approximate Area Available
1 2891
ft
The current property's land available for a surface drip or spray system, assuming that all possible setback
waivers apply, is 1,289 sq. ft., due to setbacks and existing site conditions. A schematic of this area is shown in
Appendix A. The land needed for a non -discharge application system is estimated at 10,810 sq. ft., so there is
insufficient space at this residence.
2. Assess the availability of land. If insufficient land is available onsite, assume that the necessary
land can be purchased and estimate the land purchase cost based on local real estate prices.
Alternatively, provide documentation to demonstrate that insufficient land is available for sale in
the project area (include letters from adjacent property owners indicating no interest in selling
property).
Response: Because insufficient land is available onsite, offsite land was reviewed. The table below lists neighboring
properties and the value of the land as listed by the Cumberland County GIS website. The surrounding lots
contain single-family residences. The values listed in the table do not reflect the value of the single-family
residences. These sites are not suitable for offsae wastewater due to the presence of occupied single family
residences.
Adjoining Property
Values
Neighboring
0533144517
Property
North
_ _ Area ac
2.00
Vacant
N
Price of Land S
27,000
0533145170
South
1.00
N
15 000
0533245048
East
84.77
N
373 613
0533143490(West)
1.10
N
15.000
FAA Guidance Document Revision: October 2019
Page 8 of 14

3. Provide a description of the wastewater treatment system and the non -discharge application
system. Include a site plan showing the proposed layout, the application area, any existing
structures, proposed structures, and other uses within the site.
Response: A typical subsurface drip system or a non -discharge surface spray or surface drip system with pretreatment
considers the following components:
- Septic Tank with Effluent Filter
- Recirculation Tank (Integrated in AX20-RT unit)
- AdvanTex Treatment Pod (AX20-RT unit)
- Pump Tank (potentially integrated in AX20-RT unit)
- UV Disinfection (Integrated in AX20-RT unit)
- Headworks Box
- Control Panel
- Disposal Field (drip or spray)
Note: The proposed discharge system does not consider the pump tank, headworks box or disposal field.
Site drawings of these alternative systems showing the available application area are included as Appendix A
of the EAA. Due to the size requirements of a drip or spray system and the limited available space, there is no
ability to consider any of these systems on this property. Additionally, this property is not suitable for a non -
discharge surface drip or spray system due to limitations caused by the soil characteristics and conditions.
4. Explain the proposed reuse plan if reclaimed water will be used by a third party.
Response: There is no reuse plan being considered either on -site or by a third party. The existing residential plumbing
infrastructure does not allow for reuse in the existing residence. It is not feasible to consider using reclaimed
water on the site or becoming a bulk distributor of reclaimed water. The table below summarizes the
amount of reclaimed water that could be beneficially used on site. While there is sufficient area to utilize the
daily flow of reclaimed water limitations caused by the soil characteristics and conditions make this property
unsuitable for on -site utilization of reclaimed water. Additionally, installing this system would not be
feasible due to costs.
On -site Utilization
of Reclaimed
Water
# Bedrooms
3
Daily flow through system
360
gpd
Available Area to Irrigate
16 OB3
sqft
*Veg. cover on property
Application Rate
0.5
Intweek
*Fescue Grass
Acceptable Volume to Irrigate
670
ft3tweek
=
716
gpd
5. Conduct a Present Value Cost Analysis per STEP 4. For the reclaimed water system include the
potential revenue generated by selling the water.
Response: A Present Value Cost Analysis is included as Appendix B of the EAA. An analysis was performed for a
sub -surface drip system, a non -discharge surface application system, and a reclaimed water system. A
summary of the analysis is included in STEP 4.
6. Provide all calculations, documentation, and maps as necessary to support assumptions and
conclusions.
Response: Calculations performed to evaluate land application alternatives are shown above in Alternative B, Points 1
and 4.
FAA Guidance Document Revision: October 2019
Page 9 of 14

7. Note: The design of land application systems must meet the treatment and design requirements
specified in 15A NCAC 2T .05 or 15A NCAC 18A.1900.
Response: The treatment systems specified above in Step B would meet the treatment standards required by these rules
as they pertain to single family residences. However, because of the lack of available space and other
restrictions listed above, no land -based systems can be considered.
8. Note: Proposed discharges from groundwater remediation systems must evaluate the potential
for an infiltration gallery treatment alternative.
Response: N/A
Alternative C. Wastewater Reuse.
You must evaluate reusing all or a portion of the wastewater generated. Some municipalities are currently
reusing wastewater within the confines of their WWTP property for irrigation, toilet flushing, backwashing,
etc., while other municipalities have established progressive reuse programs for residential irrigation. Reuse
applications might include golf course irrigation, crop irrigation (e.g., hardwood or pine plantation,
grasses), athletic field irrigation, landscape uses, and commercial/industrial uses. Some of these reuse
applications will be evaluated under Alternative B, Land Application. The design of reclaimed water
systems must meet the treatment and design requirements specified in 15A NCAC 2U.
Response: All reuse applications for this project scale were evaluated under Alternative B, Point 4. Wastewater reuse
was determined to be infeasible for this project.
Alternative D. Direct Discharge to Surface Waters.
1. No new or expanding (additional) discharge of oxygen -consuming waste will be allowed to
surface waters of North Carolina if both the summer 7Q10 and 30Q2 streamflows are estimated
to be zero, in accordance with 15A NCAC 2B.0206(d). Private applicants must contact the USGS
in Raleigh at 919-571-4000 and obtain (generally for a nominal fee), the receiving streatnflow data
(s7Q10, 30Q2, annual average streamflow) at the proposed discharge location. This information
must be included in the EAA, and will be used to develop permit limits.
Response: Because this is an existing treatment facility with estimated zero flow at the discharge point and no
expansion in discharge proposed, the discharge will be considered on a case -by -case basis.
2. All direct discharge systems of oxygen -consuming wastes should be evaluated both with tertiary
filtration [SODS= 5 mg/l, NH3-N= 1 mg/1] and without, and assuming a weekly sampling
regime.
Response: Tertiary filtration is not required under the general permit, as the general permit requirements (monthly
average) are BODS = 30 mg/l and Total Suspended Solids = 30 mg/l. However, based on actual sample
results from similar treatment systems (other facilities using the same technology) in many cases, a BOD5 of
5 mg/l and NH3-N of I mg/l can be met. While weekly sampling of the treated effluent would confirm the
treatment results on a regular basis, the additional cost associated with the collection and testing of the
effluent would not be feasible for the homeowner.
3. Provide a description of the proposed wastewater treatment facilities, including a schematic
diagram of the major components and a site plan of the treatment facility with outfatI line(s).
Response: Plans and schematic drawings can be found in Attachment K (ofapplicarion package).
4. Provide documentation of the availability of required land and/or easement agreements.
EAA Guidance Document Revision: October 2019
Page 10 of 14

Response: The proposed discharge system will be located on land owned by the applicant. See Attachment K (of
application package) for the proposed discharge system location.
S. Conduct a Present Value Cost Analysis per STEP 4.
Response: A Present Value Cost Analysis for the discharge system is included in Appendix B. A summary of the
analysis is included in STEP 4.
6. Note: AB direct discharge treatment systems must comply with Reliability Requirements
specified in 15A NCAC 2H.0124.
Response: The system serves a private facility that is served by a county -based water system (on -site well) and does not
have elevated water storage tanks. In the event of a power outage, water will not be available to the
residence. There is storage available in the system to hold some waste from the house until power is
restored to the system. If the power is out for an extended period, ceasing water usage in the house or
pumping of the septic tank may be required.
Alternative E. Combination of Alternatives.
You should evaluate the possibility of a combination of wastewater alternatives that would minimize or
eliminate a direct discharge alternative. For example, consider whether the facility can operate a land
application system during the dry season when streamfiows are at their lowest and provide less dilution, and
operate an NPDES discharge system during the wet season when soils may not be as amenable to land
application and the receiving stream provides its greatest dllution.
Response: A non -discharge alternative is not feasible due to the space and soil constraints listed in Alternative B. The
presence or absence of a seasonal high-water table will not relieve the other constraints.
STEP 4. Evaluate economic feasibility of alternatives
To provide valid cost comparisons among all technologically feasible wastewater alternatives identified in
STEP 3, a 20-year Present Value of Costs Analysis (PVCA) must be performed. A preliminary design level
effort is considered appropriate for comparing feasible options and their associated coats. For the PVCA cost
comparison, all future expenditures are converted to a present value cost at the beginning of the 20-year
planning period. A discount rate is used in the analysis and represents the time value of money (the ability of
money to earn interest). Present value is also referred to as "present discounted value" or "present worth".
The PVCA should include all monetary costs associated with construction, startup and annual operation and
maintenance of a facility. All unit cost information must be provided, and costs must be referenced. Costs
can be referenced in paragraph format by summarizing the sources utilized (e.g., vendor quotes, realtor land
quotes, past bids, Means Construction Index, etc). Vender quotes received for treatment units or other
components, as well as realtor land quotes, shall be included as well. For each treatment alternative
identified as technologically feasible, costa should include, but not be limited to, the following:
Capital Costs
• Land acquisition costs
• Equipment costs
• Labor costs
• Installation costs
Design costs
Recurring Costs
• Operation and maintenance costs (with replacement costs)
• Laboratory costs assuming a weekly monitoring regime for discharge systems and a monthly
regime for non -discharge systems
FAA Guidance Document Re"ision: October 2019
Page 11 of 14

• Operator and support staff costs
• Residual disposal costs
• Connection fees and subsequent user fees
• Permit and compliance fees
• Utility costs (power, water, etc.)
Lost Opportunity Costs
PVCA Calculation Method.
The following standard formula for computing the present value must be used in all cost estimates made
under this evaluation:
Where:
PV=C +� c,
PV = Present value of costs.
Co = Costs incurred in the present year.
Ct = Costs incurred in time t.
t = Time period after the present year (The present year is t = 0)
It = Ending year of the life of the facility.
r = Current EPA discount rate. EPA adjusts this rate annually on October 1, and it can be
accessed from the Internet at http:/wtvw.nccgl.net/fap/cwsrf/201gui.html.
If recurring costs are the same in years I through 20, then Ct=C and the formula reduces to:
PV=C°+t} (I+r)° 11
L r(l+r) J
As an example, assuming capital costs (Co) of $2 million, annual recurring costs (C) of $40,000, and a
discount rate (r) of 5.625%, the 20-year (n=20) present value of costs would equal:
PV= capital costs + recurring costs X
PV= $2,000,000 + $40,000 X
PV= $2,000,000 + $471,428
PV= $2,471,428
[(1+0.05625)70 —1] / [0.05625(1+0.05625)20]
[1.98/0.168]
PVCA Summary Table.
The FAA must include a Summary Cost Table, which summarizes present worth costs developed for all
technologically feasible wastewater alternatives. The summary should include a breakdown of capital costs
and recurring costs. In some situations, the Division may require the applicant to refine cost estimates for
some alternatives, or possibly collect actual soil data to better characterize the land application alternative.
Ultimately, the final determination on cost effectiveness is made by the Division with consideration of
monetary costs as well as potential environmental impacts.
Response: The following table presents the cost analysis for several types of wastewater systems. Given the
information presented above, the only technologically feasible alternative is the Discharge System. The
"Install Cost" includes the estimated cost to design and install the specific type of system. The "Present
Value of Costs" is based on a discount factor of 2.25%.
EAA Guidance Document Revision: October 2019
Page 12 of 14

Cost Analysis for Three (3) Bedroom SFR
20 year
Annual Cost
Total Cost 20
Present Value
System Type
Install Cost ($)
($)
years ($)
of Costs ($)
SS Drip
$46,150
$24,319
$70,469
$64,720
Non Discharge
$63,350
$22,976
$86,326
$80,898
Reclaimed
$75,150
$27,300
$102,450
$96,007
Discharge
$34,250
$19,513
$53,763
$49,134
FAA Guidance Document Revision: October 2019
Page 13 of 14

Attachment A. Local Government Review Form
Gwner I Statute Overview North Carolina General Statute 143-215.1 (c)(6) allows input from local govertuncnts in the issuance
of NPDES Permits for non -municipal domestic wastewater treatment facilities. Specifically, the Environmental Management
Commission (EMC) may not act on an application for a new non -municipal domestic wastewater discharge facility until it has
received a written statement from each city and county government having jurisdiction over any part of the lands on which the
proposed facility and its appurtenances are to be located. The written statement shall document whether the city or county has a
zoning or subdivision ordinance in effect and (f such an ordinance is in effect) whether the proposed facility is consistent with
the ordinance. The EMC shall not approve a permit application for any facility which a city or county has determined to be
inconsistent with zoning or subdivision ordinances unless the approval of such application is determined to have statewide
significance and is in the best interest of the State.
Instructions to the licant: Prior to submitting an application for a NPDES Permit for a proposed facility, the applicant
shall request that both the nearby city and county government complete this form. The applicant must:
• Submit a copy of the permit application (with a written request for this form to be completed) to the clerk of the city and
the county by certified mail, return receipt requested.
• If either (or both) local govem ncru(s) fail(s) to mail the completed form, as evidenced by the postmark on the certified
mail card(s), within 15 days after receiving and signing for the certified mail, the applicant may submit the application to
the NPDES Unit.
• As evidence to the Commission that the local government(s) failed to respond within 15 days, the applicant shall submit a
copy of the certified mail card along with a notarized letter stating that the local government(s) failed to respond within
the 15-day period.
Instructions to the 1,oc l Government: The nearby city and/or county government which may have or has jurisdiction over
my part of the land on which the proposed facility or its appurtenances are to be located is required to complete and return this
form to the applicant within 15 days of receipt. The form must be signed and notarized.
Name of local government
(City/County)
Does the city/county have jurisdiction over any part of the land on which the proposed facility and its appurtenances are to be
located? Yes [ 1 No [ j If no, please sign this form, have it notarized, and return it to the applicant.
Does the city/county have in effect a zoning or subdivision ordinance? Yes [ j No [ j
If there is a zoning or subdivision ordinance in effect, is the plan for the proposed facility consistent with the ordinance? Yes [
No[ j
Signature
(City Managet/County Manager)
State of , County of
On this day of , personally appeared before me, the said
name to me known and known to me to be the person described in
and who executed the foregoing document and he (or she) acknowledged that he (or she) executed the same and being duly swom
by me, made oath that the statements in the foregoing document are true.
My Commission expires (Signature of Notary Public)
Notary Public (Official Sean
EAA Guidance Document Revision: October 2019
Page 14 of 14

Appendix A. Site Maps
For
System Alternatives Analysis
- Subsurface System Option
- Non -Discharge System Option
- Reclaimed Water Option

Relevant Setbacks Shown
Well
50,
Stream
50,
Property Line
10,
Dwelling
15,
Driveway
5-
r�11�1�♦
Subsurface System Option
t
I
I
I
I
I
I
II
I
I
nwr
Enp'o�neM &9Xlmp�n
g Nf 9�iq Yp A]
0 amen s
oisvoevmrs
� va SM
For
Review
Only
nA amw
IIN EpU9p ilV W6MICOT
Alternative Design:
Subsurface Drip
SE-1

Relevant Setbacks Shown��
Well toa
I bmW RrY,u
D yWWI
Strom 100' .,..�
Property Line Sp'
.,.�ti..
Dwelling 15'
..►ate_
Driveway 5' „
Rimrssna DmR@ SL\
For
} Review
3. Only
.,o
EXISTING
3-BDR HOUSE \
F' M mauve Design:
AVAILABLE �:� ���� Non —Discharge Syste
APPLICATION AREA ------ O
O mRR ee owm a
r. mm
Rao sc Rnaa d<
R �..s.ol ernslAn
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Non -Discharge System Option SE-2

Relevant Setbacks Shown
well
100,
stream
y5P
noperty Line
10,
Dwelling
15,
Driveway
g
Reclaimed Water Option
(STING
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PAaI(19]ILL [IIX[P tll
For
Review
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Pw OM
ei PaIJ� Pa mnPtsi
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Recbimed Water
SE-3

Appendix B. Present Value Cost Analysis
For
System Alternatives Analysis
- Subsurface System Option
- Non -Discharge System Option
- Reclaimed Water Option
- Surface Discharge Option

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Attachment J
Local Government Review Forms

AV6Pr
Engineers and Soil Scientists
Agri -Waft Technology, Inc.
501 N Salem Street, Suite 203, Apex, NC 27502
agriwaste.com 1 919.859.0669
Mr. Clarence Griet
County Manager
Cumberland County
117 Dick Street
Fayetteville, NC 28301
RE: Local Government Review Form
Application for Discharge System — Barnes -Elliot Farm Rd
1819 Elliot Farm Rd, Fayetteville, NC 28311
Dear Mr. Griet,
August 1, 2024
Enclosed please find a Local Government Review Form required for a Certificate of
Coverage application supporting a proposed wastewater treatment system. The proposed
system will be permitted under the NCG550000 General Discharge Permit for Single Family
Residences. The proposed system will serve a 3-Bedroom Single Family residence (SFR)
located in Cumberland County, North Carolina. The proposed system will replace the failing
conventional subsurface system that currently serves the residence.
This site has been deemed unsuitable for ground absorption sewage treatment system by the
Cumberland County Environmental Health Department due to unsuitable soil characteristics,
unsuitable soil wetness, unsuitable soil depth, and insufficient space. It is my opinion that a
wastewater treatment system covered by the General Discharge Permit is the only
technologically and economically feasible option for this residence.
Please complete the enclosed form for inclusion in the application for the proposed system.
The property is located in Cumberland County. Please note that this form is only meant to
determine zoning/jurisdiction information for the county and does not indicate your approval
of the proposed system.
1 appreciate your time and efforts in completing this form. If you have any questions or
comments, please feel free to contact me at 919-859-W9.
Best Regards,
Kevin Davidson, P.E.
V.P. of Engineering

Barnes -Elliot Farm Rd
1819 Elliot Farm Rd, Fayetteville NC, 28311
Attachment A. Local Government Review Form
treneral btatute mew: North Carolina General Statute 143-215.1 (c)(6) allows input from local governments in the
issuance of NPDES Permits for non -municipal domestic wastewater treatment facilities. Specifically, the Environmental
Management Commission (EMC) may not act on an application for a new non -municipal domestic wastewater discharge facility
until it has received a written statement from each city and county government having jurisdiction over any pan of the lands on
which the proposed facility and its appurtenances are to be located. The written statement shall document whether the city or
county has a zoning or subdivision ordinance in effect and (f such an ordinance is in effect) whether the proposed facility is
consistent with the ordinance. The EMC shall not approve a permit application for any facility which a city or county has
determined to be inconsistent with zoning or subdivision ordinances unless the approval of such application is detcrm ned to
have statewide significance and is in the best interest of the State.
Instructions to the ?[p`pII­c—&n—E Prior to submitting an application for a NPDES Permit for a proposed facility, the applicant
shall request that both the nearby city and county government complete this form. The applicant must•.
• Submit a copy of the permit application (with a written request for this form to be completed) to the clerk of the city and
the county by certified mail, return receipt requested.
• If either (or both) local W)vemment(s) ftil(s) to mail the completed form, as evidenced by the postmark on the certified
mail card(s), within 15 days after receiving and signing for the certified mail, the applicant may submit the application to
the NPDES Unit.
• As evidence to the Commission that the local government(s) failed to respond within 15 days, the applicant shall submit
a copy of the certified mail card along with a notarized letter stating that the local government(s) failed to respond within
the 15<i2y period.
instructions to trie vertrmen : The nearby city and/or county government which may have or has jurisdiction over
any pan of the land on which the proposed facility or its appurtenances are to be located is required to complete and return this
form to the applicant within 15 days of receipt. The form must be signed and notarized.
Name of local
Cumberland County
(City/County)
Does the city/county have jurisdiction over any pan of the land on which the proposed facility and its appurtenances are to be
located? Yes I I No [ l If no, please sign this form, have it notarized, and return it to the applicant.
Does the city/county have in effect a zoning or subdivision ordinance? Yes I 1 No [ 1
If there is a zoning or subdivision ordinance in effect, is the plan for the proposed facility consistent with the ordinance? Yes [ j
No[ I
Date Signature
(City Manager/County Manager)
State of County of
On this day of , personally appeared before me, the said
name to me known and known to me to be the person described in
and who executed the foregoing document and he (or she) acknowledged that he (or she) executed the same and being duly sworn
by me, made mth that the statements in the foregoing document are true.
My Commission expires .(Signature of Notary Public)
Notary Public (Official Seal)
EAA Guidance Document Revision: April 2014
Page 9 of 8

AVVr
Engineers and Soil Scientists
Agri -Wash Techhrabpy, Inc.
501 N Salem Street, Suite 203, Apex, NC 27502
agriwaste.com 1 919.859.0669
Mr. Doug Hewett, MPA
City Manager
City of Fayetteville
433 Hay St.
Fayetteville, NC 28301
RE: Local Government Review Form
Application for Discharge System — Bames-Elliot Farm Rd
1819 Elliot Farm Rd, Fayetteville, NC 28311
Dear Mr. Hewett,
August 1, 2024
Enclosed please find a Local Government Review Form required for a Certificate of
Coverage application supporting a proposed wastewater treatment system. The proposed
system will be permitted under the NCG550000 General Discharge Permit for Single Family
Residences. The proposed system will serve a 3-Bedroom Single Family Residence (SFR)
located in Cumberland County, North Carolina. The proposed system will replace the failing
conventional subsurface system that currently serves the residence.
This site has been deemed unsuitable for repair by the Cumberland County Environmental
Health Department due to unsuitable soil characteristics, unsuitable soil wetness, unsuitable
soil depth, and insufficient space for a subsurface system. It is my opinion that a wastewater
treatment system covered by the General Discharge Permit is the only technologically and
economically feasible option for this residence.
Please complete the enclosed form for inclusion in the application for the proposed system.
The property is located in Cumberland County. We acknowledge that the property may not
be located within Fayetteville City limits. Please note that this form is only meant to
determine zoning/jurisdiction information for the county and does not indicate your approval
of the proposed system.
I appreciate your time and efforts in completing this form. if you have any questions or
comments, please feel free to contact me at 919-859-0669.
Best Regards,
Kevin Davidson, P.E.
V.P. of Engineering

Barnes -Elliot Farm Rd
1819 Elliot Farm Rd, Fayetteville NC, 28311
Attachment A. Local Government Review Form
cireneral btatute mew: North Carolina General Statute 143-215.1 (c)(6) allows input from local governments in the
issuance of NPDES Permits for non -municipal domestic wastewater treatment facilities. Specifically, the Environmental
Management Commission (EMC) may not act on an application for a new non -municipal domestic wastewater discharge facility
until it has received a written statement from each city and county government having jurisdiction over any part of the lands on
which the proposed facility and its appurtenances are to be located. The written statement shall document whether the city or
county has a zoning or subdivision ordinance in effect and (f such an ordinance is in effect) whether the proposed facility is
consistent with the ordinance. The EMC shall not approve a permit application for any facility which a city or county has
determined to be inconsistent with zoning or subdivision ordinances unless the approval of such application is determined to
have statewide significance and is in the best interest of the State.
nstrucuons to the p cant Prior to submitting an application for a NPDES Permit for a proposed facility, the applicant
shall request that both the nearby city and county government complete this form. The applicant must
• Submit a copy of the permit application (with a written request for this form to be completed) to the clerk of the city and
the county by certified mail, return receipt requested.
• If either (or both) local government(s) fail(s) to mail the completed form, as evidenced by the postmark on the certified
mail card(s), within 15 days after receiving and signing for the certified mail, the applicant may submit the application to
the NPDES Unit.
• As evidence to the Commission that the local government(s) failed to respond within 15 days, the applicant shall submit
a copy of the certified mail card along with a notarized letter stating that the local government(s) failed to respond within
the 15-day period.
Inatnuctions to the ve—mmen : The nearby city and/or county government which may have or has jurisdiction over
any pan of the land on which the proposed facility or its appurtenances are to be located is required to complete and return this
form to the applicant within 15 days of receipt. The form must be signed and notarized.
Name of local government City of Fayetteville
(City/County)
Does the city/county have jurisdiction over any pan of the land on which the proposed facility and its appurtenances are to be
located? Yes [ j No I 1 If no, please sign this form, have it notarized, and return it to the applicant.
Does the city/county have in effect a zoning or subdivision ordinance? Yes I j No [ l
If there is a zoning or subdivision ordinance in effect, is the plan for the proposed facility consistent with the ordinance? Yes [
No[ )
(City Manager/County Manager)
State of County of
On this day of , personally appeared before me, the said
name to me known and known to me to be the person described in
and who executed the foregoing document and he (or she) acknowledged that he (or she) executed the same and being duly sworn
by me, made oath that the statements in the foregoing document are true.
My Commission expires .(Signature of Notary Public)
Notary Public (Official Sc4
EAA Guidance Document Revision: April 2014
Page 9 of 8

Attachment K
Plans and Specifications for the Proposed Discharge System

AVVr
Engineers and Soil Scientists
Agri -WO M Technology, Inc.
501 N Salem Street, Suite 203. Apex, NC 27502
agriwaste.com 1 919.859.0669
FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
1819 Elliot Farm Rd
Fayetteville, NC 28311
Cumberland County
Plans and Specifications for Discharge System
CA
Fd,t&
SEAL
024582
! of 1I70Z1
Date: September 18, 2024
Design Engineer: Kevin Davidson, P.E.
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, NC 27502
Office: 919-859-0669
Direct: 919-367-6310
Email: kdavidsonna)aagriwaste.com

AVVr
Engineers and Soil Scientists
Aerl-Nlaeta Mltnology, Inc.
501 N Salem Street, Suite 203, Apex, NC 27502
agrhvaste.com 1 919.859.0669
FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
1819 Elliot Farm Rd
Fayetteville, NC 28311
Cumberland County
Plans and Specifications for Discharge System
• Narrative Description of Discharge System
• Design Spreadsheets
• Drawings of Proposed System
• Tank Specification Sheets
• Access Riser Adapters, Risers, Lids
• Effluent Filter Specification
• Specification for AdvanTex AX20-RT Pod
• Specification for Recirculation Tank Pump (Integrated into AdvanTex Pod System)
• Specification for Control Panel and Float Controls (AdvanTex Pod System)
• Specification for UV System

Narrative Description
of
Discharge Treatment System
The Discharge System that has been designed considers the following components:
- Septic Tank
- AdvanTex AX20-RT Treatment Pod
- UV Disinfection
- Discharge Pump
- Discharge Outlet
- Control Panel
Due to the advanced technology in this system, a Certified Operator should be contracted to
maintain this system.
Septic Tank
A new 1,250-gallon septic tank will be installed for this system. The septic tank will include an
effluent filter and risers. An Orenco 8" Biotube effluent filter will be installed in the outlet end of the
septic tank. New access risers will be installed on both the inlet and outlet ends of the septic tank. To
facilitate the installation of the access risers, riser adapters will be cast into the tank top during
construction. All wastewater from the single-family residence, including greywater, will be routed
into the septic tank. Waste that exits the septic tank will flow into the AdvanTex AX20-RT
Treatment Pod.
AdvanTex AX20-RT Treatment Pod
The treatment component of the system is an AdvanTex AX20-RT treatment pod. The pod is an
integrated unit that combines re -circulation, treatment, and discharge modules into a single, sealed
unit. Liquid from the septic tank will flow via gravity to the inlet of the treatment pod and into the
re -circulation tank portion of the AX20-RT unit. Liquid from the re -circulation tank will be
periodically applied across the filter fabric. Wastewater will be sprayed over the textile sheets. The
wastewater percolates down through the textile sheets and is distributed between the re -circulation
chamber and discharge chamber by means of the tank baffle. The treated wastewater exits the
AX20-RT unit via gravity to the discharge outlet. Prior to exiting the AX20-RT unit, effluent passes
through the UV disinfection system.
The re -circulation pump is controlled by a system of 3 floats that operate the re -circulation pump in a
Timed Dose arrangement. Float 1 (lowest elevation) is a redundant off float. Float 2 is a Peak
Enable Float and Float 3 acts as a High Water Alarm. Under normal operation the redundant off
float will be engaged thereby activating the timer in the control panel. At the pre-set interval, the
pump will engage and distribute effluent over the textile fabric ('bn" cycle). Following this period,
the pump will turn off and rest for a designated time ("off' cycle)". During periods of high water in
the re -circulation portion of the tank, the Peak Enable float will engage and reduce the pre-set "off'
time and thereby send increased flow across the fabric. If the water level in the re -circulation tank

continues to rise for a pre-set time period, the High Water Alarm will activate. To prevent
groundwater from affecting the pod, the pod will be installed on a bed of gravel. Anti -flotation
measures or a concrete ring installed around the mid -flange will be installed to provide extra ballast
to prevent the flotation of the pod during high water table conditions.
UV Disinfection
Disinfection for the system will be accomplished using a single bulb UV system with a pump
override. The UV light should operate in excess of one year prior to needing to be replaced. If the
UV light dims to a lower threshold (monitored by the control panel) an alarm light will illuminate on
the control panel to notify the operator. The control system for the UV unit is integrated into the
main control panel for the system. If the UV light fails to operate, the control panel will suspend
operation of the system pump thereby preventing liquid from discharging from the system. The UV
light is a gravity set-up and will be located in a vault adjacent to the re -circulation tank. This vault
will also contain the discharge pump components.
Discharge Pump
The system will pump to the discharge location following UV disinfection. The discharge pump will
be a submersible pump and will be outfitted with a check valve, union, and gate valve on the
discharge pipe. Three floats will be installed; "Pump Off', "Pump On", and "High Water Alarm".
When the pump off float is engaged the pump will be turned off while the pump will be turned on
when the pump enable is turned on. In the event of a power outage, pump failure or extremely high
inflow to the system, the effluent level may rise above the pump on float. If the effluent level rises
sufficiently, the high-water alarm will activate.
Discharge Outlet
The system discharges into a roadside ditch on the subject projects south property line that flows to
an unnamed tributary of Lower Little River. Riprap will be placed at the discharge location to
provide aeration of the water as it is discharged and also as erosion protection. Vegetation and debris
should be kept clear of the discharge location. A grate will be installed on the discharge pipe to
prevent animals and rodents from entering the discharge pipe.
Control Panel
One control panel will be installed with this wastewater system. This panel will control operation of
the re -circulation pump, UV system, and discharge pump. If desired, this panel can be connected to
a land based phone line that will notify the operator of system operation.
2

Wastewater Treatment System Design Calculations
Design, Tank, and Treatment Sizing
Project: Barnes -Elliot Farm Rd
Location: 1819 Elliot Farm Rd
Fayetteville, NC 28311
County: Cumberland County
SEPTIC TANK SIZING
Dailv Flow Estimate
Flow/Unit
# of Units Units /unIt)
Flow/Da d
3 BDR 120 360
TOTAL DAILY FLOW (Q) = 360 gpd
Septic Tank Volume/Size (based on maximum daily flow estimate
For Single Family Residences with 5 bedrooms or less,
it Bedrooms IMin. Volume (gal)
4 or less 1,000
5 1 1,250
For Single Family Residences with more than 5 bedrooms,
multiple dwelling units, places of business, or places of public assembly.
DDF IMin. Volume (gal)
Qs600 V = 2Q
600 < Q < 1, 500 V = 1.17Q + 500
1,500<_Qs4,500 V = 0.75Q + 1,125
Q>4,500 V = Q
Required Minimum Tank Size 1,000 gal
per 15A NCAC 18E .0801 (a)
r anK vommerarze loasea on raavan i ex innovative a
_ Flow (GPD)
Min. Volume (gal
500
1,000
501 - 600
1,500
601-750
2,000
751-1000
2,500
1001-1500
3,750
1501-2000
5,000
2001 - 2500
6,250
2501 - 3000
7,500
Required Minimum Tank Size: 1,000 gal.
(per Advantex Approval)
Tank Size Provided: 1,250 gal.
Tank Model: ShoafSepticTS 1250 STB
STB-389

RECIRCULATION TANK SIZING and ADVANTEX PODS
Recirculatina Tank Volume/Size (based on maximum daily flow estimate)
Flow (GPD) Min. Volume (gal) AX Units AX-RT Unit
500
1,000
1-AX-20
AX-20 RT
501 - 600
1,000
2-AX-20
AX-25 RT
601-750
1,000
2-AX-20
751- 1000
1,500
2-AX-20
1001-1500
2,000
3-AX-20
1501-2000
2,500
1-AX-100
2001-2500
3,000
2-AX-100
2501-3000
3,500
2-AX-100
Required Minimum Tank Size: 1,000 gal.
Tank Size Provided: Integrated
AX Unit Required: AX-20 RT
RECIRCULATION PUMP SETTINGS AX-20 RT
Timer Settings
Required Doses/Day
96 cycles/day
Recirculation Ratio
3 :1
Design Flow
360 gpd
Total Flow to Pod
1,080 gpd
Dose Flowrate to Pod
14 gpm
Return Flowrate to ST
3 gpm
Retun Flow
231 gpd
Total Flow to Pump
1,311 gpd
A of Pumps
1
Pump Flowrate
17.0 gpm
# of Cycles/day
96 cycles/day
Cycle Volume
13.7 gallons
Cycle Run time
0.8 min
Cycle Off Time
14.2 min

Wastewater Treatment System Design Calculations
AdvanTex RT Pod Buoyancy
Project: Barnes -Elliot Farm Rd
Address: 1819 Elliot Farm Rd
Fayetteville, NC 28311
County: Cumberland County
RT Model =
'AX20 Gravity
calculations are performed assuming completely submerged conditions, with no liquid in the unit.
Effluent Density =
62.4 IIJIV3 (Specific Weight of Water)
Net Beam Density =
67.55 Ib/ft^3
Net Soil Density=
67.6lb/ft^3
Unit Weight =
883 lb (based on manufacturer)
'Supplemental Ballast Lvaluatlon (Ana-BuovanCV Beam):
Depth from top of beam to tank bottom =
3.00 in
_
Tank exposure length =
3.00 in
Burial depth to beam =
5.50 It
Width of beam =
0.69 ft
8.25 in
luoyancy Force Calculation:
Buoyancy Force = 12,475 lb (based on manufacturer)
Weiaht Calculation:
Tank Weight= 883 b
Soil Weight on Beam = 12,458458 lb
Weight of Beam = 129.2 lb
Total Weight= 13.470lb
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table conditions.
Specified Anti -Flotation Beam Dimensions
Beam Length = 89 in 7.42 ft
Beam Width = 8.25 in 0.69 It
Beam Height = 2.25 In 0.19 ft

Wastewater Treatment System Design Calculations
Septic Tank Buoyancy
Project: Bames-Elliot Farm Rd
Location: 1819 Elliot Farm Rd
Fayetteville, NC 28311
County: Cumberland County
Tank Size (nominal) 1,250 gallons
Min. liquid level to be maintained in lank at all times after initial installation.
Assume groundwater table is equal to or higher than top of chamber.
(Buoyancy is gre seine as WV as water table is higher Man top or tank.)
Effluent Density 62.4 Ib/ft3 (Specific Weight of Water)
Concrete Density 142.56 lb/ft'
Soil Bulk Density 1.25 (typical value)
Soil Cover Over Tank 1.00 ft (min.)
t anx utmenstons prom supplier):
Exterior
Interior
Length
10.46 ft
9.96 ft
Width
5.46 It
4.96 ft
Total Tank Depth
5.13 It
4.54 It
Permanent Liquid Depth in Tank
0 in.
Area of Riser Openings
6.28 ft'
Tank Weight (est.)
11,000 lb. (based on manufacturer)
Buoyancy Force Calculation:
Buoyancy Force = Specific Weight of Water x Displaced Volume
Buoyancy Force 18,256 Ib
Weiaht Calculation
Tank Weight
11.000 lb
Water Weight in Tank
0 lb
Soil Weight Over Tank
3,956 Ile
Soil Tension Force
4,037 lb
Total Weight
18,994 Ile
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table conditions.

Wastewater Treatment System Design Calculations
Elevations
Project: Barnes -Elliot Farm Rd
Location: 1819 Elliot Farm Rd
Fayetteville, NC 28311
County: Cumberland County
*Elevations based on GIS data
*Confirm all elevations in field prior to Installation
Septic Tank
Length
Width
External Height
Bottom of 4' Inlet
'from Top of Tank
Bottom of4' Outlet
'from Top of Tank
Stubout (Assumed)
Septic Tank
DL Pipe Length to ST Inlet
Ground Surface at Outlet Side of ST
Cover over Outlet Side of ST
Specifications
TS 1250 STB AdvanTex RT Pod AX-20 RT Pump Chamber
125.50 in.
Length
10.46 R
65.50 in.
Width
5.46 It.
61.50 in.
External Height
5.13 fL
11.50 in.
Bottom of 4'Inlet
0.96 f.
Ymm Top of FIT
13.50 in.
Bottom of 4' Outlet
1.13 ft
Ymm Top of RT
Elevations
167.00 it
AdvanTex RT Pod
20.00' t
167.17 tt
9.00, in.
0.75 fL
Exterior Top of Tank
166A2 f.
Inlet Invert
165A6 ft.
Slope of DL Pipe
7.69%
'minimum 2% slope
Outlet Invert
165.30 fl.
Bottom of Excavation
160.80 fl.
beneath 6' gravel base
Note: 9'sefi cover relative to natural grade
DL Pipe Length to RT Inlet
Ground Surface at High Side of RT
Exposed Height of RT
Exterior Top of RT
Inlet Invert
Slope of DL Pipe
'minimum 1% slope
Outlet Invert
Bottom of Excavation
'beneath 6' gravel base
102.00 in. Diameter
24.00 in.
8.50 ft.
2.00 ft.
64.25 in. Extemal Height
75.00 in.
5.35 ft.
6.25 ft.
72.00 in.
6.00 ft.
28.00 in.
2.33 ft.
37.00 In.
3.08 ft.
AX-20 FIT Pump Chamber
5.00. ft.
DL Pipe Length to Chamber
3.00 ft.
167.28 ft.
Ground Surface at Chamber
167.00 ft.
_ 3.00 In.
Exposed Height of Chamber
6.00 in.
0.25 ft.
0.50 ft.
167.53 ft.
Exterior Top of Chamber
167.50 ft.
165.20 ft.
Inlet Invert
164.00 ft.
1.97%
Slope of DL Pipe
14.89%
'minimum 1 % slope
164.45 ft.
Max Outlet Invert
165.50 ft.
161.03 ft.
Min Outlet Invert
164.26 ft.

Barnes Residence - Discha
Project Location: 1819 Elliot Farm Rd
Fayetteville, NC 28311
Cumberland County
Co. REID: 0533146308000
Project Owner. Bruce Barnes
1819 Elliot Farm Rd
Fayetteville, NC 28311
910-391-0454
[e-mail]
Project Consultant: Kevin D. Davidson, PE
[e-mail]
Agri -Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, NC 27502
(919) 85M669
[phone] Fax
System Overview: Single Family Residence
(Three) 3-Bedroom, 360 GPD
AdvanTex AX20-RT Pod
With Single Bulb UV Disinfection
WWTS
VICINITY MAP
Sheet Index
AV"
Dr
o�"wwra
o.wree..rs
ThIs dOL Mt WL9
.H,i .Ily.IBnedand
soled by Kevin D.
Dsv,d. NC PL p
024592 m Oarbcr 01.
2024, nu, medium
shsll ro' be c.,i&md
a signed and scdcd
daumenc
WW-1 Cover Sheet
WW-2 Property Layout
WW-3 Component Layout
WW-4 Detail Sheet 1
WW-5 Detail Sheet 2
WW-6 Excavation Safety
m
Cover Sheet
m
Cover Sheet

Elevation mruo.m are from GIS date and may /
not ecmrawly ie0ea the acual ground surface
or recent grading operations.
Property Line
�10' iope�_--------
r Lne setback
I I
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UPROPERRT�Y LAYOUT
11wr
nWT
This document wa
smied
signed DIn Ke d.nD
n U.
.D592 oDcn. NC PE
gz+s on laher 01.
2024 . This meiiurt
cull euI be cmndcra;
uiymd and daumcnt.t
Properly Layout

15' Building _
Setback
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10' Property Line Setback —
Drainage Ditch
COMPONENT LAYOUT
TREE
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Healed by Kevin D.
Davidcn. NC PF. a
124582 m Oc,ober 0l.
2024. Tlds medium
hell not 4 cmRderal
a niened aM aeeled
du um nnL
RW ®r
laA eaFe® qn WmRLMI
n ap pl p1R4
!— NOTES:
Ad}al bNu b I,neel sae mrawaYnb.
%coVate - Tank b hM WrW depth no moor tlban W.
Swale Into - M.nTox Pod b l.ve 3'nl...
P@dbn Pod end RedwMtian Tank to allow miamun 1%Lope In dnln lines.
Ditch MnRE
- Grade sub@ In tank area as needed b meinWn mwW ebpa on pOaa.
EIp@re discharge p@ (EDL) to melnban minimun 1 %tla@ and 18' burial depth.
Pmpeny abandon eaaklp N(ec bark.
Mjual moat ka'wtbn dell plo Wdownapaub ea needed b ehM rowel a m ,
SOT M
fOMPONiNi�° Component Layout
I. MG .nT.. PM v PumpeV Bop V.I. RT Meirc On Tenk
CO Cleonoul SB Splice Boa
CP CMk. Pp ST Septic Tank
EF Ellluenl Filler W W Peinlectim

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i4vidson_ NC K n
2024. TN] mW1um
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Excavati00 Safety

"NOTEP=fn
cast -In -place adapters fa - -- - - -r-- - - - -
24' Nwm I
NO BOOTS ON
SIDES INLETS,
USE CONCRETE
KNOCKOUTS
N
m
rorvesN
'TOP VIEW MEASUREMENTS ARE
TO WIDEST DIMENSIONS
P INLET 8
OUTLET BOOTS
ON ENDS ONLY
Orenoo CasHnplace adaptersw
24' risen
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SHOW PRECAST SEPTIC INC. MODEL: TS 1250 STB
4130WESTUSHWY64 NON TRAFFIC
UOUNGTON• NC M96
PHONE MS)M-W26 1250 Gallon Septic Tank
FAX [phone]M
W W W.SHQAFPRECAST.COM
SHOAF-1150 SEPTIC TANK
STB-399 —
LIQUID CAPACITY-1152 GALLON S/10' AIRSPACE
TANK HEIGHT-61 P
BOTTOM OF TANK TO CENTER OF INLET-&'
BOTTOM OF TANK TO CENTER OF OUTLET41M
LENGTH TO WIDTH RATIO-2 TO 1
SIZE OF NLET 8 OUTLET-3' OR 4' PPE
TYPE OF INLET 8 OUTLET-POLYLOCK OR EQUAL (WETS ASTM C-M
CONCRETE PSHDDQ TANK WEIGHT- MM LBS.
REINFORCEMENT PER STATE CODE
SCALE - N.T.S.
-NOTe-mr
auIRR EY
••1gTE1' 9lRYL RUBBER
IM m sTAIArR
fA NUWSNJ W
STATE
APPROVAL#
SHOAF-1250
STB-3B9

PRTA ABS Tank Adapters
Applications
PRTA tank adapters are used to provide a structural, water-
tight method of installing a 24-in. (610 mm) or a 30-in. (762 mm)
access riser over a tank opening.
Specifications
General
aoo-swsw
Orenco's PRTA tank adapters are molded plastic products and
therefore have excellent part -quality and consistency. PRTA
tank adapters can be cast into a tank or fastened to the top
of the tank with a bolt -down kit The bolt -down kit consists of
either six or twelve (depending on model) stainless steel con-
crete anchors and a roll of butyl tape.
The O.D. of the vertical flange matches the I.D. of Orenco's
ribbed risers, which provides a suitable joint to seal with
MA320, ADH100, SS115, or SS140 adhesive.
Standard Models
PRTA24
PRTA30
PRTA24BDKIT 16 anchors)
PRTA30BDKIT(12 anchors)
Nomenclature
Cast in Place Tank Adapters
One for each end of Septic
Tank. 2x PRTA24
PRTA �0
Riser diameter
24 = 24" riser (Perma-Loc, Ultra -Fib, NOR FLO)
30 = 30" riser (Ferma-Lac, Ultra -Rib)
TABS riser tank adapter
Materials of Construction
Tank adapter ABS
Concrete anchors Stainless steel anchor bolts
Sealant Butyl tape
Dimensions* PRTA24 PRTA30
A - Outside diameter 23.38 in. (594 mm) 29.25 in. (743 mm
B - Range diameter 26.75 in. (679 mm) 34.25 in. (870 mm
C - Horizontal Range width 2.00 in. (51 mm) 2.50 in. (64 mm)
D - Vertical flange height 3.50 in. (89 mm) 3.25 in. (83 mm)
a The tank adapter has a nominal025 inch (6 mm) thickness
m 2002 Orai Sysbaeae R1e NTO-RA-PRTA-1
Rea. 10, T $0
Page 1 of

Applications General
Orenco's Access Risers provide access to septic tank openings and
can be cast into the tops of concrete tanks, bonded in place, or bolted
down using a riser tank adaptor. They can also be used as valve
enclosures.
Risers: 2 x RR24 XX
-Adjust riser height to allow for minimum 6" above ground
-AII risers to be sealed to tank adapter with specified adhesive.
-AII risers to be single piece and cut at site using appropriate
cutting device.
Materials of Construction
Orenco Ultra -Rib "Access Risers are constructed of ribbed PVC pipe
and are available in 12-,18-, 21-, and 24-in. diameters. They can be
ordered in 3-in. (76.2-mm) increments in lengths up to 13 it (3.96 m)
for 12- and 18-in. diameter risers, and up to 14 If
(4.27 m) for 21- and 24-in, diameter risers. Orenco Ultra -Rib riser
pipe is also available In truckload quantities. A complete line of Orenco
pipe -cutting tools makes it easy to fabricate risers in your shop or in
the field
Standard Models
RR12XX, RU18XX, RR21XX, RR24X0(
Product Code Diagram
+❑+T❑
Dhdaw Poni evin, in. prm9.
9aa = nodscargepamrn
0 = 1(25)
tsowwwain
2 = I%=
15 = Ihm
20 2Rp
orspiroam epaoa Idmse ore)'
Rank = mpommtw3pice Em
a
S
= gnimet,—.111.
L
(mnl.fes1s S85-4
= gomraleaefedl k-irt S95-SBfi
SY
m, sake"'
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O
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- grannet as SB4
S4
= pmnnal antl SB4 amid Spiro bm aaakd
LS
"Wall
= prnmal as SB5 venal sdro ban ewlea
L6
= prvmM na 5861rarma;dro ma Saulal
a
xR
- grmmat as ample a a+mYnisebaaM
O
- grumnadenddupleaqn-nd sDlaban Installed*
X7
-pmnalerabpkagIm-ww Spke ban Sea1M'
Rea held In atlas o.n. naarerb asaidari
Ram 6Yneder
12" 12+n. r30&mmr
10 = 18-m.1450mml-
21 - 211.e25-mil
24 = 24..Mmm)
Ran type mole
R - 12-n. 1. (450-mrM Name.1525mm), as 24 in. 5(q mil damans
U • 18-I Lfta- it- 1m, as
%1 = dk 1M-Ra^' pm, et dianMxa
I Rap. UNa-Rb
NA Inmml Iw ,m i.r Imam.4.v
Roaares nnimum I&in. (451mm)11W Moll
Specifications For Cgv l lNaem l erorpnmenls
Model RR12)0X RU18)0( RR21)0( RR24XX
I.D., in. (mm)
11.74 (298)
17.65 (448)
20.50 (521)
23.50 (597)
Wan Thickness - excluding ribs, in. (mm)
0.10(3)
0.19(5)
0.25(6)
0.25(6)
O.D. - including ribs, in. (mm)
13.13 (334)
19.44 (494)
22.63 (575)
25.63 (651)
Weight, Ibs per f1 (kq per m) 5(7.4) 11 (16.4) 15 (22.3) 19 (28.3)
Orenco Systems- Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9943 • 541.459.4449 • www,orenco.com NT0.11LA-RR-2
Rev. 3.0. ® 03/17
Page 1 of I

PVC Riser Installation
Installing PVC Access Risers onto Cast -In Orenc& Riser -Tank Adapters
Access risers provide access to septic tank openings, simplifying Inspection and maintenance procedures. Access dser-to-tank connections
must be watertight for the proper functioning of an onsite septic system or effluent sewer system. Orenco strongly recommends watertightness
testing of all access riser -to -tank connections after installation.
Following are instruction sets for prepping and installing access risers, installing grommets, and selecting adhesives for riser installations.
Refer to the chart below to determine which instruction set to use.
Instruction Set ................................................................................ Pa 9 e ,
1. Riser Preparation .................................................................................. 1
2. Grommet Installation ............................................................................... 2
3. Riser Installation — PRTA24-2 Adapters ................................................................. 3
4. Riser Installation — RRFTA24, RRFTA30, PRTA24, PRTA30, FRTA24-RVF, and FRTA30-FRP Adapters .................... 4
5. Riser Installation — Orenco FRP Tanks with 24-inch-Diameter (600-mm) Risers ................................... 5
6. Riser Watertightness Testing .......................................................................... 6
7. Adhesive Selection and Quantities...................................................................... 7
Instruction Set 1: Riser Preparation
Step 1: Determine Riser Height
Determine how high the riser needs to be.
• The top of the riser should be about 3 inches (75 mm) above finished grade
after installation and backfilling —This allows 2 inches (50 mm) for tank
settling and 1 inch (25 mm) for ensuring drainage away from the riser.
i Step 2• Cut Riser to Size (if Necessary) — -- --j
If the riser needs to be cut to size, cut it with a circular saw or table saw.
• Always cut excess length from the bottom of the riser.
• For square, even cuts, a good fit, and a watertight joint between the riser
and the adapter, use an Orenco riser -cutting saw guide.
• To install risers less than 30 inches (760 mm) wide onto 500-gallon
(2000-L) Orenco FRP tanks, cut the riser so it fits into the tank and the
lowest rib rests on the tank's top, as shown.
Step 3. Dry Fit Riser o Adapter
Step 3a: Dry fit the riser to the adapter.
• Make sure riser penetrations are the right sizes and in the correct locations.
Step 3b: If the riser is higher than 3 inches (75 mm) above the estimated final
grade, cut it to size per the instructions in Step 2.
Step 3c: If the riser is too short, use an Orenco grade ring to extend it.
® Determine riser
3 inches (75 m
jhdghto
o•� a• 'd
o. o• ,
D1
prep for 500-gal. (2000-L) Orenco FRP tanks
Orenm Systems®, Ina, 814A[my Ave., Suthedin, OR 97479 USA • 800-348-9543. 541-459.4449• mmorenco.eom xw-alA-m41
Rw.7A, O 03/17
Page 1 of 7

Instruction Set 2: Grommet Installation
Step 1: Mark Access Riser
Step 1 a: Use the site plans or drawings to find out if riser penetrations are needed.
Step 1 b: Use the plans or drawing to mark the locations of the penetrations.
• If plans or drawings aren't available, use Drawing 1 b as a general guide
for locating riser penetrations.
Step 2: Ddll Holes and Clean Access Riser
Step 2a: Drill holes for riser penetrations.
• If you have questions about where to locate various riser penetrations,
contact your Distributor for more information.
Using Oreneo• RKHS Hole Saws ...
Cut the hole and grind the ribs down to make a flat, smooth surface for
installing the grommet.
• Make sure your hole saw is the correct size and your drill is at least 18 volts.
• Don't grind too deeply —about 1A6 inch (1.6 Dam) is deep enough.
Using Standard Hok Saws ...
1: Use the correctly sized hole saw to cut a hole, centered on the mark.
2: Trim the riser ribs back 1 inch (25 mm) from around the hole.
• Use a grinder or cutting tool to notch the ribs through to the riser wall.
• Use a hammer and chisel to break off the notched rib sections.
• Use a grinder to make a flat, smooth surface around the hole.
Step 2b: Clean and deburr the hole and flat surface with a wire brush and
deburring knife or tool.
• Be careful not to enlarge the penetration.
Step S: I►tstall GmmnW
Step 3a: Apply a bead of adhesive to the groove in the grommet's outer diameter.
• For adhesive recommendations, see Instruction Set 7.
Step 31b: Firmly press the grommet into the penetration.
Grommet Hole Sizing Guide
Grommet size, inches (nominal IPS pipe size)
Hole saw size
112
1
3/4
1-1/4
1
1-9/16
1-1/4
1-3/4
1-112
2-1/8
2
2-3/4
3
3-7/8
4
5
For more information on gourmet dimensions and actual pipe OD., see the Ore=Technical Data
Sheet for grommets. NTO-RtA-PG-1
—Grommet for
splice box
(at 12 o'clock)
`Grommet for
discharge assembly
(at 3 or 9 o'clock)
NIN-nU-eh-1 Oren c, Systems-, Inc., 814 Airway Ave„ Suther in, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orencacom
Rev. 7,0, O 03/17
Page 2 of 7

r
Cutaway view of Orenco' PRTA24-2, cast Into
concrete tank with 24-inch (BOG-mm) access
riser attached
Instruction Set 3;
Riser Installation — PRTA24-2 Adapters
� St p t: Prep Adqpter Channel and Riser
Step 1a: Roughen the adapter channel and the bottom surfaces of the riser
with sandpaper.
Step 1b: Use a clean cloth and acetone or alcohol to clean the channel and the
bottom surfaces of the riser.
• The channel must be clean and dry for a good fit and watertight joint.
• Let the acetone or alcohol dry completely
Stop 2_ApplyAdhesive--
Fill the channel with methacrylate adhesive.
• For adhesive recommendations, see Instruction Set 7.
Note: If you're using a methacrylate adhesive that's non -self -leveling, use
enough to fully fill the channel, with no voids in the adhesive.
^Step 3: Install Riser
Step 3a: If the riser has penetrations, align the riser correctly.
Step 3b: Firmly press the bottom of the riser into the channel.
• Twist the riser back and forth slightly to fully seat it and to create a good bond.
• If the inside seam Is not completely filled, add adhesive to form a complete
fillet.
Step 3c: Use a tongue depressor, putty knife, or clean cloth to make a good
fillet over the inside seam.
Note: !f cold weather conditions or frost heave are a concern at the site, contact
a qualified engineer or Orenco for additional recommendations on installing nbbed
PVC risers.
IMPORTANT Orenco strongly recommends that all tank risers 12-in. (300-mm)
and larger in diameter be equipped with riser safety grates to help prevent
accidental or unauthorized entry.
j Step 4: Test Riser Watertightness—
Follow Instruction Set 6 of this document for testing the riser's watertightness.
Note: Watertight connections are critical for the wastewater system to function
effectively and efficiently.
Orenco Systems®, Int., 814 JUnvay Ave., Suthedln, OR 97479 USA • 800-348.9843 •541-459-4449 • www.orenco.com aria-RtA-11R-1
Rev. 7.0. ® 03117
Page 3 e17

Instruction Set 4:
Riser Installation — RRFTA24, RRFTA30, PRTA24,
PRTA30, FRTA24-RVF and FRTA30-FRP Adapters
Step 1: Prep Adapter and Riser
Step 1a: Roughen the bonding surfaces of the adapter and riser with
sandpaper.
Step 1b: Use a clean cloth and acetone or alcohol to clean the bonding
surfaces of the adapter and the riser.
• The bonding surfaces must be clean and dry for a good fit and watertight joint.
• Let the acetone or alcohol dry completely.
Step 2 Apply Methacrylate Adhesive
Apply a bead of methacrylate adhesive to the outside of the adapter.
• For adhesive recommendations, see Instruction Set 7.
Step 3: Install Riser --_ I
Step 3a: If the riser has penetrations, align the riser correctly.
Step 3b: Firmly press the riser onto the adapter unfit the bottom of the riser is
resting on the concrete (cast -in adapters) or the adapter flange (bolted -down
adapters).
• 7wist the riser back and forth slightly to fully seat it and to create a good bond.
Step 3c: Apply a bead of methacrylate adhesive to the inside of the access
riser -adapter joint.
Step 3d: Use a putty knife, tongue depressor, or clean shop rag to make a
continuous fillet on the inside of the access riser -adapter joint.
Note: If cold weather conditions or frost heave are a concern at the site, contact
a qualified engineer or Orenco for additional recommendations on installing fibbed
PV/Crlsers.
IMPORTANT: Orenco strongly recommends that all tank risers 12-1n. (300-mm)
and larger in diameter be equipped with riser safety grates to help prevent
accidental or unauthorized entry.
Step 4: Test Riser Watertightness — --
Follow Instruction Set 6 of this document for testing the riser's watertightness.
Note: Watertight connections are critical for the wastewater system to function
effectively and efficiently.
O
RIM-RIA-RN4 Orenco Systems®, Inc., 814 Alnvay Ave., Sutheflin, OR 97479 USA • 800-348-9843 • 541-459-4449 • w .orenco.com
Rev. 7.0, ® 03117
Page 4 of 7

r
Cross-section detail of adhesive fillet
on inside seam of 1000-gal. (3785-1)
tank with 24-inch (600-mm) riser
Cross-section detail of adhesive
filet on outside seam of 500-gal.
(1890-L) tank with 24-inch
(600-mm) riser
A
instruction Set 5:
Riser Installation — Orenco FRP Tanks with 24-inch-
Diameter (600-mm) Risers
Step 1: Prep Tank and Riser
Step 1 a: Roughen the bonding surfaces of the tank and the riser with
sandpaper.
Step 1 b: Use a clean cloth and acetone or alcohol to clean the roughened tank
surface and the bottom surfaces of the riser.
• The surfaces must be clean and dry for a good fit and watertight joint.
• Let the acetone or alcohol dry completely.
( Step 2: Apply Methacrylate Adhesive
Apply methacrylate adhesive to the bonding surfaces of the tank and the riser.
• For adhesive recommendations, see Instruction Set 7.
F— ---
LStep 3. Install Riser_ _ _ __— .1
Step 3a: If the riser has penetrations, align the riser correctly.
Step 3b: Press the riser Into position
• For 1000-gal. through 2000-gal. tanks (3785-L through 7570-L), firmy press
the riser onto the tank opening
• For 500-gal. (1890-L) tanks, firmly press the riser into the tank opening.
• Twist the riser back and forth slightly to fully seat it and create a good bond.
• If the seams aren't completely filled, add adhesive to form a complete fillet.
Step 3c: Use a tongue depressor, putty knife, or clean cloth to make a good
fillet over the seams.
Nate: If cold weather conditions or frost heave are a concern at the site, contact
a qualified engineer or Orenco for additional recommendations on installing fibbed
PVC dsers.
IMPORTANT Orenco strongly recommends that all tank risers 12-in. (300-mm)
and larger in diameter be equipped with riser safety grates to help prevent
accidental or unauthorized entry.
I -- -- ------
---
- ----- - -- -,
LStep 4: Test Riser Watertightness _ _ _ I
Follow Instruction Set 6 of this document for testing the riser's watertightness.
Nate. Watertight connections are critical for the wastewater system to function
effectively and efficiently.
Orenco Systems°, Inc., 814 Airway Ave., SuNedin, OR 97479 USA • 800-348-9843 •541-459-4449 • www.arenco.com Um-nta-Rn-t
Rev. 7A, ® 03117
Page 5 of 7

Instruction Set 6: Riser Watertightness Testing
IMPORTANT A watertight tank and watertight riser -to -tank connections are
critical for the wastewater system to function effectively and efficiently
Step t: Rw for Test
Step 1 a: Make sure the adhesive seams have set and the tank has been backfilled
according to the manufacturer's instructions — typically to the tank's midpoint.
Step 1 b: Plug the inlet (and outlet, if present) of the tank with watertight plugs.
Step 1 c: Fill the tank with water to a level 2 inches (51 mm) into the riser.
•ftpkTat wourd~
Step 2a: Wait for the required time before inspecting the riser -to -tank
connections for leakage.
• Follow the tank manufacturer's recommendations (or applicable local regula-
tions) for waft times before inspecting the tank for leaks.
• Orerlco recommends at least 30 minutes for its fiberglass tanks.
Step 2b: Check for any drop in the liquid level inside of the riser and any visible
leakage from the riser -to -tank connections.
• At the end of the test, there should be no drop in liquid level and no visible
leakage from seams, pinholes, or other imperfections.
• If leaks are found during the test, seal the leaks and repeat the test.
Step 2c: Once the dser-to-tank connections are proven watertight, remove the
plug(s) and drop the water level in the tank to just below the invert of the inlet or
outlet, whichever is lower.
watertightness test
Access riser
Fill the tank to a
level 2 in. (51 mm)
into the riser
2 in.
Tank brim (51 mm)
RI&RLA-RR-1 Orenco Systems•, Inc., 814 Airway Ave., Suthed in, OR 97479 USA - 8O-348-9843 • 541-459-4449 • www.orenco.com
Rev. 7.0.. O 03117
Page 6 or 7

Instruction Set 7: Adhesive Selection and Quantities
Use the table below to select the correct adhesive and quantity for your grommet or riser installation(s). Be sure to check the expiration
date on the adhesive package. If the adhesive is expired, do not use it to install Orenco components.
Note: Before installing a riser on an Orenco riser -tank adapter with an adhesive not recommended in the table below, contact your
Distributor or Orenco.
Component Adhesive Type and Approximate Usage
MA8120 SA510 MA320 IPS 810 AOH100
30MOO-adLcartridge 300rMml-cartridge 7-oz(200-mU 1 -pint (473-mQ 10.2-oz(300-mL)tube
(600-mL total) (600-mL total) packet 1-quart (946-mL)
Grommets
Na
Na
Na
Na
vadous goarMM
Riser Tank FRTA36
1 wftr e'
1 carudge'
Na
Na
Na
Adapters PRTA24
14mft*.
FSrarhdge'
1 packet
Na
1 tube
PRTA24-2
2 Yh czNidpe'
2! h mruidgo'
Na
< l pint
Na
PRTA30
< 1 carhidge'
< 1 cuyidge'
2 packets
Na
2 Was
FWTA24
14 camdge'
hmrodge'
1 packet
Na
1 hive
RFFTA30 1 ratidge- 1 cargdge- 2packets Na Na
Indicates preferred adhesive for this appfratim
Orenco Systems°, Inc., 814 Airway Ave., Suthedln, OR 97479 USA • 809-348-9843 • 541-459-4449 • www.orenco.com nar-ma-RR-1
Rev.7A, O a-U17
Page 7 of 7

wramoer
Applications
Access
Orenco® DuraFber" Access Lids provide a secure, damage -resistant
covering for ribbed PVC and HDPE risers, pump basins, and access
ports. They are rat recommended for vehicular traffic. 24-inch (600-mm)
Durafiber lids require an RLA24 adapter to mate to 24-inch (600-mm)
Perma-Loc pipe. 30-inch (750-mm) DuraFber lids are not compatible
with 30-inch (750-mm) RLA Riser -Lid -Adapters or 30-inch (750-mm)
Perma-Loc pipe. For these products, use Orenco's FLF-Series lids.
General
Durafiber Access Lids are constructed of resin -infused fiberglass fabrics
for extreme durability and damage resistance, with breaking strengths in
excess of 20,000 pounds (9,000 kg).
They feature gat -style flanges for easier access, allowing clean, flush -to -
grade installations. They have cored centering rings for aligning lids with
risers. They also have urethane gaskets to help provide watertight seals.
DuraFiber Lids feature a non-skid surface for better grip and aesthet-
ics, a mokied-in caution statement, and room for a customer logo. They
come with four 51 6-inch stainless steel flathead socket cap screws and
a hex key wrench.
Durafiber Lids are available with optional insulation, installed at the fac-
tory or in kits that can be installed in the field.
Standard Models
FLD24G,FLD24GATX,FLD24GW,FLD30G,F1D30113ATX,FLD30GW
Product Code Diagram
FLD ❑ ❑ ❑ ❑ ❑ Piser
LD 24G (2)
Caliand lirgin Wt.1I
Blank = green color la
0 - mown ,nbr lid
c = ct i logo
ATX = Ad2nler'logo
W =worming lael
1ka"bon,
Blank = no eradiation
P - 2-imhs(6rnml,mdaemimlaktl
la = 4-inch(100mml insulation insured
Vent and filter options'.
Blank - msent or fiber options
v = rem
i = carom filler
I Gaskoloptions
-
G = gasket lstarbardl
Blank - no gasket
Lid dwneterin. anno
24 = 24 (600)
30 = 30 (750)
DdrafioeYboenglasslm
' InsJal m has an B-valA cif 1012-xti (50-mm) lncreRwil.
B Y>
[.- - - -- -_ C _I
Materials of Construction:
Lid Fiberglass reinforced polyester
Gasket Urethane
Centering ring core
Structural foam
Mounting hardware
Stainless steel
Insulation (optional)
Closed -cell foam
Insulation mountinu hardware Stainless steel
Specifications
Model FLD24X1( FLD30XX
A in. (rem)
B, in. (mm)
C, in. (mm)
26 (560)
i h (38)
23A (590)
33 (838)
114 (38)
29A (743)
Gasket width, in. (mm)
% (19)
3A (19)
Bolt hole diameter, in. (mm)
Y,6 (8)
Y16 (8)
Weight, Ill (kg)
11 (5)
20 (9)
Boft holes, per lid
4
4
Orenco Systems- Inc., 814 Airway Ave., Su di edin, OR 97479 USA • 8013-348-9843 • 541-459-4449 • www.wenco.can r1104RA-RJ
Rar.10.011IM7
Pop 1 go

External Splice Box
Applications
The Orencob External Splice Box attaches outside the access riser of an
underground Lark it is engineered specifically for water and wastewater
treatment systems and is especially suited for use in locations prone to
high groundwater and other wet conditions, its separate conduit hubs,
large volume, and optional dividers make it useful for maintaining isolation
of high and low voltage wires where reeded. it has four cad grips which
accommodate power cords for floats and pumps of 0.170 - 0,470 inches
(4.3 -11.9 mm) in diameter. Unused cord grips can be plugged watertight
with the supplied cad grip plugs. Each External Splice Box is provided with
a hole cutfing template to simpliry, installation on the riser and a 4-inch
(100-mm) diameter grommet for the riser penetration.
BEX1A, Use as Needed.
General
To specify the Orenco External Splice Box for your installation, require the
following:
• Watertight for prolonged submergence per UL listing (Type 6P)
• Attachment external to access riser to allow inspection with no need
to open the riser lid
• Volume of 100 in? (1639 cmj for easy wiring access and to
accommodate multiple wiring configurations
• Bottom entry, so conduit or direct -bury cable always remains below
minimum burial depth
• Molded of UL (f1) rated plastic, resistant to cold and UV exposure,
suitable for external applications
• Optional divider plates available for isolating high and low voltage
wires from separate conduits or direct -bury cable
Standard Models
1-1
TBlank = no divider plates
P = divider plates
The External Splice Box is molded
of a BL 01) rated PVC alloy. It has
a UL Type 6P listing for prolonged
submergence.
Orenco Systems• Inc. , 814 Airway Ave., Suthertin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenw.com NTO-SBr7-1
Rev. 3.0, 010117
Page 1 of 2

Physical Specifications
Volume
100 in.3 (1639 an)
Cord grips
4 per SBD(
Cad grip plugs
3 per SBIX
Cad diameters
0.17D- 0.470 in. (4.3 -11.9 mm)
accommodated
Conduit hubs
Conduit hub plug 1
Conduit sizes 3f in.,1 In. (with coupling),15 in. (with felting or bell end)
accommodated
Dia. of hale into rkw 5 in. (127 mm), hole -cutting template included
l�
Cord grip
plugs (3)
Cad grips
(4)
Cord grip
plate
Threat
4.5 in.
(114 b
T
Optional
divider
Materials of Construction
splice box
PVC alloy
Cord grips
Nylon
Cord grip plugs
EPDM rubber
0-rings
Buna rubber
Conduit hub plug PVC perASfM D-1784
4-in. (100-mm) grommet' EPDM rubber
G vownel nor ~ m dlusaalm babe,
8.25 in. (133 man
dud
„.Us (2)
a— Conduit
hub plug (1)
Optional
divider
NTB-SBEX-1 Orenco Systems* Inc., 814 ABway Ave., Sutbedin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orencu.com
Bev. 3.0, ® 10/17
Page 2 or 2

FEATURES
Use as a security measure to keep
persons, especlally children, from
accidental entry while systems are
being serviced or any other instance
where a cover is removed
Available to fit 18", 24", and 30"
diameter risers
Open areas in web are large enough
to allow tanks to be pumped without
having to remove the security net
Installs easily in our segmented riser
and others
nstall safety net in all risers not
ntaining an inner lid.
i
Order part No. STF-N18
STF-N24
STF-N30
CAD detail drawing available in DXF format
RELATED PRODUCTS
STF-CI24 page 5
STF-APC24G page 6
STF-APC24B page 6
STF-R824B page 9
STF-AR24 page 9
STF-APC24GI-075 page 14
STF-APC248I-075 page 14
STF-APC24GI-100 page 14
STF-APC24BI-100 page 14
STF-APt24G page 14
US Patent Pending STF-APL248 page 14
PAGE
Toll Free 888-999-3290
Office 231-582-1020
Fax [phone]
Email simtech@freeway. net
Web www gag-simtech com
111

8-in. to 15-in. Dia. Biotube Effluent Filters
Applications
Orenco® 8-inch to 15-inch Blotube Effluent Filters are designed to
remove solids from effluent leaving commercial septic tanks. They can he
used in new and existing tanks.
General
Orencoe 8-inch to 15-inch Biotube' Effluent Filters' are used to improve
the quality of effluent exiting a commercial septic tank. The Biotube
cartridge fits snugly in the vault and is removable for maintenance, the
handle assembly snaps into the notches in the top of the vault, and the
tee handle can be extended for easy removal of the cartridge. A "base
inlet" model (see p. 2) is available for low -profile tanks. An optional slide
rail system, available on larger models, simplifies installation and provides
tank access for servicing.
QgWW view Side view
Otero" eror"e Effluent fixers are covered wWen multiple U.S. and infematanal narems.
Standard Models
FT0854-36,FT1254-36,FT1554-36,FT0822-14B,FT1254-36AR
Product Code Diagrams
FrO❑❑-36❑
Tbd r.. v danm: an,�,al W N,
A = E®I su1M,IraM1W lrmalei
R 51N'aA rs'alWr
W= Mf4:. m.lmml
Ngy:91pg11:'. in f, iil
18 = Iq (12191 ��
5! = ea1;3I21
90 = rA f1 Suit
W - BB (ups -,mil
f ter pnelr, n lmml
°2:FTPS-0848-38
15 t5 nr8
FI1e'mml, opgn:
earl-hM.INmI flM mB38
P .M.IIbm,pMw nml
9d:ffi° elllaA eltt
' IMm.m quo kd IMEU ebnY\M
M-r,.11214mm1 roan91V Mll d a]Ja n ya0.1168 and
Sol-n.11a]2�mm1 Ro W N In MLL d a]-0a in 11191-IBpe mml
W-n.1152a-mmllndry la Eft deE-81 in (182F21�1 mml
E ne]61:T)hANgIV AILd BSIIt in Q15¢RaS mN
fa 1212-aM l
S+n. nOF dA a]Smml mly', ,.seal9a loll tggn
dm o,N memss b adehb Id the 9,dorbr
FT[I❑22-148❑
TmdRlan xdo dda p olo.
A = noroopna nlMep
A Ibel Yntl:dM//iLVWBt
i$0 = tna+lbxl�i,6hllm
a rak,t MOd
caonfp hvI f. PM1nI
14 = Id(INo, OuPaiI
22 Eesro Mgr: hInm1
22 - 22155BI.MaWN
Rlb OdnelA'. h Imma
M=8")
12 12PD
FIw ,mf MW,
a.. _ •.rn. wnm nEn mesh
P - u._n.0.6-mml llw mwn
amrt- dn.n Fne
Materials of Construction
Vault PVC
Pipe Coupling PVC
Handle components PVC
SUDPon couolino and bracket PVC
BiotubeO cartridge Polypropylene and polyethylene
NoteSu(pod oouplrng and support Nadler am available m 12-vuh am IS'inch Wis mg,
Orenco Systems° Inc. , 814 Airway Ave., SMMerlin, OR 97479 USA a 800-348-9843 a 541-459-4449 a www.orenco.com NID-r7-Fta
Rev, 2.0, O 03/17
Page 1 of 2

Standard model
Specifications
Air vents and discharge orifices
Air vent
Discharge orifices)
��
O
O
O
8-in. base
8-in.
12-in. to 15-in.
inlet models
models
models
Base inlet model
Model
FF0854-36
FTOB22-14B
FT1254-36
FI`1254-36AR
Fl"1554-36
A- Cartridge height, in.
36
14
36
36
36
B - Nominal diameter, in.
8
8
12
12
15
C- Inlet hole height, in.
22
n/at
22
22
22
D - Vault base to invert height, in.
38
13
38
38
38
E - Vault height
54
22
54
54
54
Number of Inlet holes
8
n/a
8
8
8
Inlet hole diameter, in.
1.375
n/a
1.375
1.375
1,375
Number of discharge orifices
2
1
1
1
1
Discharge orifice diameter, in.
1.125
1.750
2
2
2
Pipe coupling diameter, In.
4
4
4
4
4
Number of air vents
1
1
1
1
1
Air vent diameter, in.
0.75
1.750
0.75
0.75
0.75
Filter surface area', W
14.6
6.0
30.0
30.0
50.5
Flow area", ft'
4.4
1.8
9.0
9.0
15.2
'Inlet Mfe heghl an very depending on Me conligurafion of Me lank Optimum tWe height is 65-75% of the mutimum liquid level
f No Inlet holes required, because Influent enters behveen the vault base and the bottom of the fil2v cadddge.
j Filter area is defined as Me total sudace area of all individual Biotubes^ within the rdarcarbidge.
"Flow area is defined as the total open area (area of the mesh openings) of all the individual Biolubes within the fdter cartridge.
RID-FT-FT-2 Orenco Systems° Inc., 814 Airway Ave., Suthedin, OR 97479 USA • BOD-348-9843 • 541-459-4449 • www.orencb.com
Rev, 2.0. ® 03117
Page 2 at 2

Biotube° Effluent Filters
Installation, Operation and Maintenance Instructions
ROB Models and All Base Inlet Models
U.S. Patent Nos. 5294635 / 4439323
Installation Instructions:
The Biotube Effluent Filter is suspended in the septic tank by the 4' outlet pipe. The Filler is composed of a
vault body that will be fixed to the discharge pipe and a removable cartridge that consists of the Biotube
filter cartridge and the extendible handle.
1. Test -fit the effluent filter on the 4" out-
let pipe without gluing. Make sure that
It fits plumb.
Any existing outlet tee will have to be
removed.
2. Ensure sufficient clearance for trouble -
free servicing of filter cartridge. Install
assembly near the tank wall to reduce
any stresses that may be caused by
maintenance.
Sufficient room between the access
port and filter should be provided for
easy removal of solids from the tank.
The cartridge will need to be removed
and cleaned while the tank's solids
content is being pumped -out.
w
�Y
C�
4 :i
•
is
o..
1•ea6348.9843
NIN-Fr-FFM4
9e¢13.@1=2
Page 1 A 4

Installation Instructions (continued)
3. Once the filter has been fitted properly,
apply primer and PVC cement to the
outside of the outlet pipe and the filters
4" outlet. Use a multipurpose cement if
the outlet pipe is ABS. Do not use
primer on ABS.
Optional. Stainless steel set screws
may be used Instead of glue.
4. Slide the effluent filter onto the 4" pipe
and plumb vertically.
5. Hold the filter in position until the adhe-
sive has time to set (approximately 20
seconds).
6. Extend the handle of the cartridge to an
elevation above the top of the tank for
easy access. Use 314" schedule 40 PVC
for extension.
Either use the stainless steel set
screws or glue the extensions in place.
NIN-FT-FrM-1
Rev. 1.3, @ IZM2
Pago 2 of 4

Installation Instructions (continued)
Optional
In existing tanks or in tanks with poorly
located access ports, it may be
necessary to extend the tank outlet
fitting by using a coupling.
A coupling may also be needed to
bush from 3034 PVC to the schedule
40 outlet of the fliter.
Maintenance Instructions:
1. Remove the filter cartridge by lifting it
out of the vault.
2. Spray the cartridge tubes with a hose
to remove material sticking to them.
Make sure the rinse water runs back
into the lank.
3. Inspect the vent hole and modulating
orifices. Spray them clear of any
debris.
Replace the cartridge. Be sure to snap
the cartridge back into the saddle holes
at the top of the cartridge vault.
MIN-FT-r7M-1
Rer. 13, ®1zW
Peg-. 3 of 4

Maintenance Instructions (continued)
An alarm is optional and will give notice that
the Miter needs attention before the building
sewer backs up.
If you have an alarm, check to make sure it
Is working by lifting the float switch and
sounding the alarm.
5. Record that you have cleaned the filter and,
if applicable, checked the alarm. Also com-
ment any other observations about the tank
or system.
Make sure to clean up thoroughly when
finished.
Inspection / Maintenance
Date installed: Model Tank:
Model: Single/Double Compartment:
NIN-Fr-FUA-1
Rev. 12, ®12/D2
Page 4 of
Size:

Applications General
Orenco's AdvanTexx AX-RT Treatment System is a single, complete,
self-contained module that treats septic tank effluent to better than
secondary standards with nitrogen reduction before discharging it by
means of pump or gravity. It is ideal for:
• Repairs and retrofits
• Small sites and poor soils
• Sites that require shallow bury
Product image is for illustrative purposes only
Following a septic tank equipped with a Biotube® effluent filter`, the
AdvanTex AX-RT unit eliminates the need for separate recim, treat-
ment, and discharge tanks by performing all functions within a single
module. It also reduces the number of risers and lids needed in the
treatment train. For sites requiring antibuoyancy measures, Orenco
offers antifloatation kits with turnbuckles.
The heart of the system is the AdvanTex Recirculating Treatment Tank,
a sturdy, watertight, corrosion -proof fiberglass tank that includes the
same dependable, textile treatment media found in all AdvanTex prod-
ucts. IAX20RT UV-MODE3A
Standard Models
AX20RT-MODElA,AX20RT-MODEIR/10,AX20RT-MODE18/30
AX25RT-MODElA,AX25RT-MODEI13/10,AX25RT-MODEIB/30
Product Code Diagram
NSF
T.Y.
aw- mvlay..a.
atn ,xv
rz . zna
rm •v+
aw . ,omanwam.
m -,ay. ae-+w om m. mm�nawow�e
]•. _ iim� !9tM1uA 10- StY1�LYalOnY
Cb Wfr mnc
ym-. m�molE
If% - JI'aob M['mAN
NfA ll. nwn, Vm1.'IxiWF VDyL_r'�]paF J,[I�p
N[LLlfi-nm, yta4L'sP` ��=-mlp,m M1uvy
I,Y •, b]p ,n,yM-t41JAl.n1,:
BN-mW M1�MmM
LY . 1YN aflwtmN
AdvanTexO° Treatment system AK-RTN Models meet the requirements of
NSF/AAISI Standard 40 for Class I Systems.
Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9943 • 541-459-4449 • www.orenco.com NTO-4Tx-A%RT-1
R". 2.0. m 03117
Page 1 of

Components
1. Inlet
2. Recirdblend chamber
3. Recirc transfer line
4. Recirc pumping system
5. Manifold and spin nozzles
6. Treatment media
7. Tank baffle
8. Recirc return valve
9. Redrdfiltrate chamber
10. Discharge pumping system (pump discharge only)
11. Outlet
12. Splice box
13. Passive air vent
14. Biotubem effluent filler (n septic tank, not shown)
15. Control panel (not shown)
Specifications
Nominal Dimensions"
Length, in. (mm) 102 (2591)
Width, in. (mm) 62 (1575)
Height, in. (mm) 72 (1829)
m
AdvdnTexAX-RT side view (AX20-RT pump discharge model shown)
Overall unit footprint, fit (m2i 44 (4.11) 11
AdvdnTexAX-RT fop view MO-RT pump discharge model shown)
Visible footprint after installation, ft� (m� 20 (1.86)
Lid insulation value R-6
Dry Weight AX20-RT AX25-RT
Gravity discharge model, lb (kg) 883 (400) 908 (412)
Pump discharge model, lb (kg) 923 (419) 948 (430)
Not to be sotdlndNdualiyIn We state of Georgia
Nominal values prodded. SeeAd,aarex' ireaffnent System dm,vings fa enact dmensrons
Nm-n7x-AxRT 1 Orenco Systems° Inc., 814 Airway Ave., Suthedrn, OR 97479 USA • 800348-9843. 541-459-4449 • www.orenco.com
Rex 20, 0 03117
Page 2 of 2

Installation
Manual
CON
IL
Orenco
S Y S T E M S
1-800-348-9843
[phone]
www.orenco.com

Now To Use This Manual ...................A_........_ ..... ............ Page -271
Before You Begin ........................................ ............ . Page 3
Septic Tanks Used in AX-RT Treatment Systems .......................................... Page
Standard Unit Components And Functions . ' ,— _ _ Page 4
Installation Overview............................................................... Page 5
Installation Steps
Step 1: Review or Sketch Site Plan ....................................................... Page 6
Step 2: Perform Excavation(s)...........................................................Page 6
Step 3: Set Septic Tank (If Needed)....................................................... Page 7
Step 4: Set AX-RT Unit.................................................................Page 8
Step 5: Install Antibuoyancy Deadmen (If Needed) ............................................ Page 8
Step 6: Partially Backfill Excavation(s)..................................................... Page 9
Step 7: Install Adapters and Risers (If Needed) ............................................... Page 10
Step 8: Test Tank and Adapter Seams for Watertightness ....................................... Page 10
Step 9: Test AX-RT Midseam for Watertightness ............................................. Page 11
Step 10: Install Effluent Filter............................................................ Pane 11
Step 11:
Connect Tank -to -Unit Transport Line(s)..............................................
Page 11
Step
12:
Connect Passive Air Vent .........................................................
Page 12
Step
13:
Connect AX-RT Outlet to Transport Line ..............................................
Page 12
Step
14:
Mount Control Panel and Perform Wiring .............................................
Page 12
Step
15:
Perform AX-RT Operational Test ...................................................
Page 13
Step
16:
Complete Backfilling............................................................
Page 15
How To Use This Manual 3
This manual contains an Installation Overview and a set of Installation Steps.
• Installation Overview —This is a simple overview of the installation steps. Its purpose is to help you quickly see the suggested order
of operations for installing an AX-RT unit It is intended as a summary only— it does not provide complete instructions.
• Installation Steps —This provides general instructions for each installation step along with references to detailed installation docu-
ments for specific components. Many Orenco products come with installation instructions and all of these instructions are also provided in
hard copy form in our Orenco Installer Binder. Contact your Dealer or Orenco for a copy of the binder, or find individual instructions online
in the Orenco Document Library at www.orenco.com. There are also steps in this manual covering operations performed before and after
the AX-RT unit is installed that are necessary to successfully complete the installation.
You will find IMPORTANT information, Key Points, and Notes in this manual, marked with easy -to -see visuals:
® IMPORTANT —These point out potential hazards to equipment or people during and after the installation.
QKey Points —These are critical for a quality installation and must be completed in order for your installation to be successful.
Notes — These cover useful information and tips that can help make your installation simpler or easier. They may also
provide information on variations in components or methods.
NIM-AMAXeT-1 Oren Systems®, Inc., 814 Almay Ave., Sulherlin, OR 97479 USA • 800-348-9843.541-459-4449 • w .orencmwm
Rev. 5.0, ° 07117
Page 2

Before You Begin
At Orenco, we work hard to make your installation as easy and "hassle -free" as possible. This manual provides basic information for installing
AdvanTex AX-RT`" treatment units. It is not intended to replace installer training or requirements and instructions detailed In your engineering
plans. If you discover any inconsistencies between your engineering plans and the instructions in this manual, contact your engineer or call
your AdvanTex Dealer. If you are not an Authorized AdvanTex Installer, contact your local AdvanTex Dealer for training and authorization before
installing this system.
The Dealer can provide technical support, training, and replacement components. To find the nearest Dealer, check the Distributor Locator
page at www.orenco.com. If there is no Dealer in your area, call Orenco Systems, Inc. at [phone] or [phone].
Before you begin this installation, read this entire manual and any reference documents you may need to be familiar with to complete the
Installation. Also, be sure that the instructions for these products are the most current ones available. Please note that you must perform
the installation according to the current manual or the AdvanTex® Treatment Systems Limited Warranty will be void. You
can make sure your instructions are current by checking our online Document Library at www.orenco.com. You'll save time and money on
installation day, and you'll get fewer call-backs.
Key Point. Inspect your order for completeness and inspect each component for shipping damage. Check to be sure
Q instructions and Items supplied comply with your state and local regulations. Carefully read and follow all instructions. Improper
installation may void warranties.
®IMPORTANT The backwash discharge from a salt -type water softener MUST NOT be plumbed into an AX-RT Treatment Unit
or the preceding septic tank. Failure to follow this instruction, or any other in this manual, will void the system's warranty.
Contact your AdvanTex Dealer if you have any questions about any household plumbing arrangements that may interfere with
the functioning of the system.
Note., All pipe diameters provided are U.S. nominal PVC pipe sizes. if you are using metric p/pe, you may need adapters to
connect to the U.S. fittings supplied with AdvanTex Treatment Systems.
Septic Tanks Used in AX-RT Treatment Systems
Be sure that any septic tank used in an AX-RT Treatment System meets the following conditions:
• The tank must conform to an approved and authorized tank design for AdvanTex Systems, and it must meet all applicable regula-
tory requirements (no pour -in -place tanks, no homemade tanks, etc.). Call your local Dealer for specifics.
• The tank must be structurally sound.
• The tank must have at least 1000 gal. (3800 L) capacity for an AX20-RT, 1250 gal. (4730 L) for a 5-bedroom AX25-RT, and 1500
gal. (5680 L) for a 6-bedroom AX25-RT at the normal operating level (below the invert of the outlet).
• The tank must have an at -grade access with a watertight, securable and removable lid. If it doesn't, an at -grade access must be
installed onto the septic tank and be made watertight.
• The tank must be watertight and free of leaks.
• An Orenco effluent filter (model FTS0444-36V, FTW0444-36V, or FT0822-14B) must be installed in the septic tank.
QI Key Point: For existing septic tanks — the tank's depth of burial must allow for a minimum fall of 1r8 Inch per foot (10 mm
per meter or 1 eta) from the septic tank's Invert of outlet to the AX-RT unit's invert of the inlet. If sufficient fall cannot be met, a
grade ring extension must be installed on the AX-fiT or a pumping system will need to be installed in the septic tank to move
the filtered effluent to the AX-RT unit. (Contact your Dealer for assistance.)
Gram Systems°, Im, 814 Airway Ave., Suthedln, OR 97479 USA • 800-348.9843. 541-459-4449 • wwwARnm.tom NIM-ATX-AXlrr-I
Rev. 5.0, 007/17
Page 3

Standa d Unit Components And Functions —
Standard Components (AX20RT-MODEIB shown):
O septic tank inlet tee
O BiotubO effluent filter
O AX-RT Inlet and tee
O Treatment tank (recirc/blend chamber)
n s.,e
,
i
O Pecirc-pump system
O Marvfcdd and spin ryes
O Textile media
O Tank baffle
m Discharge pumping system
® AX-RT outlet
® Passive air vent
® Splice box
Side view, septic tank Side view,AX-Rrunit
a 07
ILY0911
Top view, Woe&Jk Tap vem,,AX-Rrunit
Raw sewage enters the septic tank through its inlet tee. In the septic tank, the raw sewage separates into a scum layer, a sludge layer,
and a clear zone. Effluent from the clear zone passes through a Biotube® Effluent Filter and is discharged to the recirc/blend chamber
of the AX-RT unit. The effluent flows through the recirc transfer line to the recirc pumping system, which pumps filtered effluent to the
distribution manifold in the top of the unit. Effluent percolates dawn through the textile media and is divided — by means of a tank baffle
— between the recirc/blend chamber and the recirc/filtrate chamber inside of the unit.
The recirc pumping system's operation is controlled by a timer in the control panel. It allows the pump to dose the textile media for short
periods (usually 40-60 seconds), typically 72 times a day. These frequent "micro -doses," which optimize the treatment process, occur
throughout the day to maintain the proper biological environment.
NIM-ATX-AXm-1 Orenco Systems®, Inc., 814 Almay Ave., Sutherlin, OR 97479 USA • 800.348-9843. 541-459-W9 • www.orenco.com
Rev. 5.0, ^ 07117
Page 4

Installation overview
Step 1: Review the site plan. If there is no site plan, draw up a plan including locations and distances.
Step 2: Perform the excavations for the AX-RT unit and (if needed) the septic tank.
Step 3: If the septic tank has not been set, set it according to the manufacturer's instructions.
Step 4: Set the AX-RT unit
Step 5: Install antibuoyancy deadmen on the AX-RT unit (if needed).
Step 6: Partially backfill the AX-RT unit and (if needed) the septic tank.
Step 7: If the tank adapters and risers have not been installed on the septic tank, install them according to the manufacturer's instructions.
Step 8: If no watertightness test has been performed on the tank and the tank -to -riser connections, perform a watertightness test.
QKey Point., The tank and tank -to -riser connections must pass this test before the AX-RT is connected to the tank.
Step 9: Perform a watertightness test of the AX-RT unit's midseam.
Step 10: If the effluent filter has not been installed in the septic tank, install it according to the manufacturer's instructions.
Step 11: Connect the transport line(s) from the septic tank outlet to the AX-RT unit.
Step 12: Connect the passive air vent to the AX-RT unit.
Step 13: Connect the discharge line to the AX-RT outlet
Step 14: Install and test the control panel and wiring for the AX-RT unit.
Step 15: Perform an operational test of the AX-RT float switches and pump(s).
Step 16: Complete the backfilling of the AX-RT unit and (if needed) the septic tank.
Orence Systems°, Inc, 914 Almay Ave., Suther in, ON 97479 USA • 800-349-9843. 541-459.4449 • m .orenm.com NIM-ATx-AxeT-1
flee 5.0,007117
Pago 5

,____- _ Installation Steps_�� ___�
piftharee to
' drainfleld
Passlvs l spite
K,InIt I bO eO
W AX-Rr unit
1 l
E 3ft� T c
4-ft
—'---' (minimI.um 1/8
distance) In.
v controi fall
Panel
e
NO
nout Outlet
riser.O OsptictamIc ( )
Oft
IE 14ft
This is a sample sketch of an AX-RT unit installed parallel
to the septic tank, with no antibuoyancy measures installed.
Distances and estimated fall from the septic tank's Invert of
the outlet to the AX-RT unit's invert of the inlet are Included.
AX-RT units require 18-24 inches (457-610 mar) space on
all four sides when installed in their own excavation.
Step 1: Review or Sketch Site Plans
Check the site plan for the specifics of your installation.
QKey Point. If you're installing the AX-RT unit more than 20 ft (6 m)
from the septic tank, contact your Dealer for assistance.
Step 1a: Detailed Site Plan Provided
Make sure that the plan accurately reflects conditions at the site. If it
doesn't, contact the Designer before scheduling the installation.
Step 1b: Plan Of Limited Detail Or No Site Plan Provided
If you are installing the AX-RT unit with a plan of limited detail or with no plan,
contact your local Dealer for assistance and then sketch a site plan that is
consistent with the Designer's specifications:
Key Points.
• Sketch the exact positions of the system components, pipes, electrical
conduits, etc. Account for current and likely future landscape features
in the sketch. (See Panel Installation, EIN-CP-GEN-1, for recommenda-
tions for installing control panels.)
• A minimum fall of W inch per foot (10 mm per meter or 1 e/6) is required
from the septic tank's invert of outlet to the AX-RT unit's invert of the inlet.
• The invert of the Inlet on the AX-RT is 46 in. (1168 mm) up from the
base of the unit. The outlet is 24 in. (610 mm) down from the top of the
unit for pump dispersal or 41.5 in. (1054 mm) down for gravity dispersal.
• The bottom of the AX-RT lid must sit 2 inches (50 mm) above finished
grade when set and level. Standard unit height is 72 inches (1830 mm);
grade rings increase height by 6 or 12 inches (152 or 305 mm).
• If the AX-RT unit is installed in its own excavation, the unit requires
18-24 inches (457-610 mm) of space on all four sides.
• If the AX-RT unit is installed in tandem with the septic tank, a minimum of
2 ft (610 mm) separation distance is required between the unit and tank
• If the AX-RT unit is being installed parallel to the septic tank, offset the
unit from the tank by 6 ft (1.8 m) if antibuoyancy measures are neces-
sary or 4 ft (1.2 m) if antibuoyancy measures are not necessary.
Step 2: Perform Excavation(s)
Step 2a: Before excavating, consider the necessary elevations, offsets, and
grade requirements for the AX-RT unit and (if needed) the septic tank
Step 2b: Perform the excavation(s).
QKey Points:
• Follow the manufacturer's recommendations for excavating the tank area.
• A minimum fall of 1/8 inch per foot (10 mm per meter or 1 %) is
required from the septic tank's invert of outlet to the AX-RT unit's invert
of the inlet.
NIM-M-AMT-1 Omnee Systems®, Inc., 814 Alway Ave., SuMedin, OR 97479 USA • 500-34&9843.541.459.4449 • www.orencu.com
Rev. 5.0, a 07/17
Page 6

Installation Steps
Step 2: Perform Excavation(s), cant J
Step 2c: Make sure the bottom of the excavation is suitable for setting the
AX-RT unit and (f needed) the tank: stable, smooth, level, and free of debris,
rocks, and other sharp objects.
QKey Points:
• Follow the manufacturer's instructions for bedding the tank.
• If the bottom of the excavation is uneven or rocky, lay a 4-in. (100-mm)
bed of sand or pea gravel and compact the material to create an even,
smooth surface.
Step 2d: If the bottom of the excavation is unstable, stabilize the bottom of
the excavation before continuing.
• For unstable base soil (peat, quicksand, muck soft or highly expansive clay,
etc.), you may need to over -excavate the site depth and set a firm, 6-in.
(152-mm) compacted base of s Ya- to s s/-in. (13- to 19-mm) aggregate
or pea gravel.
• For extremely unstable soil, you may need to pour a concrete layer to
stabilize the bottom of the excavation.
• If you have doubt about the soil's stability, consult a local civil or struc-
tural engineer.
Step 3: Set Septic Tank (lf Needed)
Set the septic tank according to the manufacturer's instructions.
• Use Fiberglass Tank Burial instructions (NIN-TNK-1) to install Orenco's
500-gallon through 2000-gallon (2000-L through 7570-L) Fiberglass Tanks.
OIMPORTANT Take care to keep everyone clear of the excavation
when placing the tank.
QKey Points:
• The tank has to be set at the correct depth to connect to the sewage inlet.
• A minimum fall of 1r8 inch per foot (10 min per meter or 10/6) is required
from the septic tank's invert of outlet to the AX-RT unit's invert of the inlet.
Make sure the excavation is stable, smooth, level, and free
from debris, rocks, and sharp objects.
Omnc4 Systems®, Inc., 814 Airway Ave., Suthedln, ON 97479 USA • 800-348-9843. 541- 99.4449 • w ,cm nca.wrn NIM-ATx-A%UT-1
Sew 5.0,007117
Page 7

F _ Installation Steps _ ]
Lower the AX-RT unit into position.
18-24 in.
(460-600 mm)
12 in. (300 mm)
When using Orenco fiberglass deadmen, be sure to place them
on a small lift of soil 12 inches (300 mm) from the bottom of
the AX-RT.
Step 4. Set AX-RT Unit
Step 4a: Attach proper lifting equipment to the lifting points on the AX-RT unit.
Step 4b: Carefully lift the unit and lower it into the correct position.
Step 4c: Remove the equipment when the unit is set and level in position.
OIMPORTANT.- Take care to keep everyone clear of the excavation
when placing the unit. Use a lifting device that will not damage
the unit or the unit's lid.
QKey Paints:
• A minimum fall of 1/8 inch per foot (10 mm per meter or 1 n/n) is required
from the septic tank's invert of outlet to the AX-RT unit's invert of the inlet.
• The bottom of the AX-RT lid must sit 2 inches (50 mm) above finished
grade when set and level.
• If the AX-RT unit is installed in Its own excavation, the unit requires
18-24 inches (457-610 mm) of space on all four sides.
• If the AX-RT unit Is installed in tandem with the septic tank, a minimum of
2 ft (610 mm) separation distance is required between the unit and tank.
• If the AX-RT unit is being installed parallel to the septic tank, offset the
unit from the tank by 6 ft (1.8 m) if antibuoyancy measures are neces-
sary or 4 ft (1.2 m) if antibuoyancy measures are not necessary.
Step 5 Install AnUbuoyancy Deadmen (ff Needed)
Determine if antibuoyancy deadmen are necessary for the installation.
Orenco offers antibuoyancy hardware kits that can be used with Orenco
fiberglass deadmen or concrete deadmen.
• Deadmen are recommended for all installations.
• Deadmen are required if there is a potential for groundwater to be pres-
ent in the excavation at any time, or if surface runoff can fill the excava-
tion at any time, resulting in a "bathtub" effect.
Note. This effect occurs in dense soils when water fills an excavation
during surface water runoff —usually during a heavy rain event —
before the disturbed soil in the excavation has had time to settle.
• If you are unsure whether to install antibuoyancy deadmen or not, con-
sult the system Designer or an engineer.
Step 5a: Installing Orenco Fiberglass Deadmen
Step 5a (i): Build up a 3- to 4-inch (75- to 100-mm) lift of soil on each
side of the unit for the deadmen to rest upon.
Step 5a (ii): Secure the deadmen along the length of the unit, on both
sides, with the antibuoyancy kit hardware. Then lower the unit into the hole.
Step 5a (ill): Place the deadmen at least 12 inches (300 mm) from the
bottom of the unit, and make sure they are level.
NIM-ATx-AxRT-1 Oman Syskmsa, Inc., e14 AIrnaY Ave., 5utherlin, OR 97479 USA • e00.348.9M . 541.459-4449 • w .arencamm
Rev. 5.0. a 07/17
Page 8

Installation Steps
Step 5: Install Antibuoyancy Deadmen (if Needed), conL
Step 5b: Installing Concrete Deadmen
Notes:
• We recommend preparing concrete deadmen off site before installation.
• PVC forms for concrete deadmen can be made from 12-in. dia. x 4-lt
long (300-mm x 1200-mm long) PVC had -pipe or chamber material.
• Wooden forms for concrete deadmen can be built 12-in. wide x 6In.
tall x 4 H long (300-mm x 150-mm x 1200-mm).
Step 5b (9: Fill two forms halfway with concrete.
Step 5b (ii): Place two #4 reinforcing bars in each of the forms.
Step 5b (III): Finish filling the forms.
Step 5b (iv): Sink eyebolts from the antibuoyancy hardware kit into the
concrete for attaching the deadmen later.
Step 5b (v): Let the concrete set completely before moving the deadmen.
Step 5b (vi): Use appropriate lifting gear to set the deadmen in place.
Step 5b (vii): Secure the deadmen along the length of the unit, on both
sides, with the antibuoyancy hardware kit and make sure they are level.
Step 6: Par6atty BOOM EXCOVOell(s)
Partially backfill around the AX-RT unit and (if needed) the tank. Follow the
manufacturer's instructions for backfilling around the tank. Follow the steps
below to backfill around the AX-RT unit.
OIMPORTANT Bolt down the AX-RT lid before backfilling! Bolting
down the lid increases rigidity and helps prevent deformation.
Step 6a: Fill the AX-RT with 16 in. (410 mm) of water on both sides of the baffle.
Step 6b: Backflll around the unit with a 16-inch (410-mm) layer of material.
QKey Points:
• Do not use native material to backfill if it is primarily sand; very soft or
highly expansive clay; or if it contains debris, large (>'A -in. or 19-mm)
rocks, sharp rocks, peat, or muck. In these cases, use s 3A inch Is 19
mm) rounded gravel, crushed stone, or pea gravel as fill material. This
material should be washed, free -flowing, and free of debris.
• Do not backfill with sand.
Step 6c: Compact the fill thoroughly with a mechanical compactor.
Step 6d: Fill the AX-RT with water to just above the midseam flange on both
sides of the baffle.
Step 6e: Add another 16-inch (410-mm) layer of backfill.
Step 6F. Compact the fill to 2-3 inches (50-75 mm) below the midseam flange.
IMPORTANT
Do not backfill around the unit
unless the lid is bolted down!
Omnco Systems°, Inc., 814 Airway Ave., Sutherlln, OR 97479 USA • 800-348-9843 • 541-459-W9 • w .orenco.com NIM-ATX-AXNT-1
ReR 5.0, a 07/17
Page 9

F _ Installation Steps —_
See Orenco's PVC/locess Riserinshallation (NIN-RLA-RR-1)
instructions for installing access risers on Orenco Tank Adapters.
Watertight seams are critical for proper performance.
Step 7: Install Adapters and Risers (If Needed)
Step 7a: Install tank adapters if needed. Follow the manufacturer's instructions.
• Use PRTA24 and PRTA30 Tank Adapter Installation (NIN-TA-PRTA-2)
Instructions for installing Orenco PRTA24 or PRTA30 Tank Adapters.
• Use RRFTA and RRFTA30 Tank Adapter Installation (NIN-TA-RRFTA-1)
instructions for installing Orenco RRFTA or RRFTA30 Tank Adapters.
• Use FRTA30-FRP Tank Adapter Installation (NIN-TA-FRTA-1) instructions for
installing Orenco FRTA30-FRP Tank Adapters.
• Use Tank Adapter Installation for Roth Tanks (NIN-TA-RR-2) instructions for
installing Orenco FRTA24-R or PRTA30 Tank Adapters on Roth Fralo tanks.
Step 7b: Install the access risers and any necessary grommets.
• Use PVC Access Riser Installation (NIN-RLA-RR-1) instructions for installing
access risers on Orenco Tank Adapters and grommets in access risers.
re . • Key Points:
• Mode 3 systems require a 1-in. (25-mm) grommet in the tank's inlet riser.
The grommet must be on the same side of the riser as the AX-RT unit's
return line.
• The seam between the tank and the tank adapter has to be watertight.
• Watertight seams and penetrations are critical for proper performance.
• Before installing the riser, make sure the riser is the correct height— the
recommended riser height is 2-3 inches (50-75 mm) above final grade.
• Before installing the riser, make sure that the riser penetrations are made
at the correct height to make connections.
• Before installing the riser, make sure the penetrations are aligned correctly.
• After installing the riser, make sure all adhesive seams are smooth, con-
tinuous fillets, free of voids.
• After installing the riser, make sure the adhesive is set before continuing.
Step a: Test Tank and Adapter Seams For Watertightness
Step 8a: Test the tank for watertightness if it has not been tested already.
Note., Follow the manufacturer's recommendations for watertight-
ness testing. Some manufacturers require the tank be fully baceiilled
before testing watertightness.
Step 8b: Test the tank -to -riser adapter seams for watertightness.
• Use PVC Access Riser Installation (NIN-RLA-RR-1) instructions to test the
seams between the access riser, tank adapter, and tank for watertightness.
Key Points:
• Watertight seams are critical for proper system performance — all tank -
to -riser seams must all pass the watertightness test before you continue.
• Follow all applicable regulations and manufacturer's instructions for water-
tightness testing.
NIM-ATX-A%NT-1 Orenco Systems°,Inc, 814 Almay Ave., Sutherlln, 8N 97479 USA • 88b348.9843. 541-459-4449•w xtenco.com
Rev, 5.0, ° 07117
Page In

Installation Steps
Step 9: Test AX-RT Midseam for Watertightness
Step 9a: Make sure the AX-RT unit is filled with water to 1-2 inches (25-
50 mm) above the midseam flange on both sides of the tank baffle.
Step 9b: Walt 15 minutes and then inspect the midseam flange for leaks.
There should be no drop in liquid level and no visible leakage from the seam.
Step 9c: If there is any leakage, contact your Dealer for information on
repairing the AX-FIT unit.
Stop fat damMt
Install the effluent filter after the tank has been water tested.
Step 10a: Verity the model of the effluent filter.
• Orenco's FTS0444-36V, FTW0444-36V, and FT0822-14B filters are
the only models allowed for use with the AX-RT Treatment Unit.
Step 10b: Dry test -fit the effluent filter on the septic tank's outlet pipe.
QKey Pukde:
• Make sure the filter is plumb.
• Make sure the filter is snug to the tank wall with enough clearance for
easy removal of the filter cartridge.
Step 10c: Secure the filter to the outlet pipe with one of the following methods:
• GJW the fitter onto the tank outlet pipe with primer and glue, or
• Secure the filter with a stainless steel set screw.
Step 10d: If necessary for ease of access, extend the cartridge handle
with a longer length of 15-inch nominal (20-mm DN) Schedule 40 PVC pipe.
Step 11: Cameo kawport Um from Tank to AX-RT
Step 11 a: Dry fit the 4-inch (100-mm) transport line and any fittings
between the outlet of the septic tank and the inlet of the AX-FT unit.
QKey Poirrt Confirm there is a minimum fall of A inch per ft (10
mm per m or 1 %) from the septic tank's invert of outlet to the
AX-RT unit's invert of the inlet.
Step 11 b: Glue all of the transport line pieces in place.
OIMPORTANT. Do not use primer on ABS parts.
Step 11c: For Mode 3 units, glue all of the return line pieces in place.
• Install the 1-in. (25-mm) return line between the return line port and
the 1-in. (25-mm) grommet for the return line on the tank's inlet riser.
• To avoid siphoning, the return line should allow effluent to pour into the
tank from the height of the riser grommet.
Fill AX-RT unit with water to 1-2 Inches (25-50-mm) above
the midseam flange on both sides of the baffle.
Effluent filter installed on the septic tank outlet.
1/8 inch minimum fall
Confirm a minimum fall of 1/8 inch per foot (10 mm per
meter or 1 %) from the septic tank's invert of outlet to
the AX-FT unit's invert of the inlet.
Orenco Systems°, Inc., 814 Airway Ave., Sutherim, 0R 97479 USA • 800-048-9847 • 541-459-4449 • www.menco.com NW7II-ANO-1
Rea 5.0, a 07/17
pupil

Passive air vent
Install the vent within 20 ft (6 m) of the AX-RT unit.
Wire control panel.
Y Installation Steps ,� __
Step 12: Connect Passive Air Vent
Use 2-inch (50 mm) PVC pipe to plumb the passive air vent to the 2-inch
(50 mm) vent fitting that protrudes from the outlet side of the AX-RT unit.
& Key Points:
• Install the vent within 20 ft (6 m) of the AX-RT unit, preferably near a
wall or other location that will protect it from damage.
• Make sure the vent line is sloped back a minimum of 1/4 inch per foot
(20 mm per meter) so that it can drain back into the unit.
• Make sure there are no "bellies" in the line that can collect water.
• Make sure the vent's top Is a minimum of 3 in. (75 mm) above final grade.
Notes:
• The air vent can easily be hidden by shrubbery or landscaping.
• The air vent can be painted to better blend in with landscaping.
Step 13. Connect AX-RT Outlet to Transport Line___
Glue the AX-RT discharge plumbing line to the transport line for final discharge.
Step 14: Mount Control Panel and Perform Wiring__
AKey Points:
• This step should he performed by a licensed or qualified electdcian.
• Installation Instructions, schematics, and wiring diagrams specific to the
panel and float switch configuration are included with each panel. It any of
these is missing, contact your Dealer or Orenco for a replacement.
Step 14a: Install the splice box(es) on the AX-RT using the instructions that
came with it.
Step 14b: Mount the panel using the instructions that came with it.
OIMPORTANT DO NOT mount the control panel on an exterior wall
other than a garage or shop Ivall! The motor contactor makes a sound
while engaging and disengaging that can be disruptive to residents.
QKey Points:
• Follow all applicable regulations for placement of the control panel.
• Mount the panel within sight of the tank in a service -friendly location.
NIM-ATX-AXRT-1 Olen Systems®, Inc., 814 Alnvay Ave., SutheNln, OR 97479 NSA • BOD-348-SM - 541-459.4449 • w xiencmcom
Rev. 5.0, ° 07117
Page 12

Installation Steps
Step 14. Mount Control Panel and Perform Wiring, cont
Step 14c: Route wires anti connect the panel, pump, float switches, and other
equipment shown in the instructions and schematics into the control panel.
® IMPORTANT Follow all applicable regulations and electric codes.
QKey Points:
• Use watertight wire connectors to avoid electrical shorts and other issues.
• Be sure to seal the conduit at the control panel and at the splice box
with UL-listed sealing foam, putty, or silicone sealant.
Note: To help identify wiring runs for individual pumps and float
switches, use different -colored wires for each electrical component.
Step 15: Perform AX-RT Operational Teat
OIMPORTANT Before using a generator to operate a pump, contact
your Dealer or Orenco to make sure it can supply sufficient starting
amperage to the pump.
Step 15a: Rotate the manifold so that the spin nozzles face upward.
Step 15b: Remove the cap at the end of the manifold.
Step 15c: Toggle the recirc pump "AUTO/OFF/MAN" switch to "MAN" for
10-20 seconds to flush any debris out of the manifold.
OIMPORTANT Always make sure there is enagh water in the
AK-RT's rectrDblend chamber to safely run the pump.
Step 15d: Rotate the manifold so that the spin nozzle faces down and
reinstall the cap on the end of the manifold.
Step 15e: Install the pressure gauge on the manifold.
Step 15f: Toggle the recirc pump "AUTO/OFF/MAN" switch to "MAN" and adjust
the gate valve for a pressure gauge reading of 3.0-3.5 psi (20.7-24.1 kPa).
Note: If the manifold won't pressurize to 3.0-3.5 psi (20.7-24.1 Wa),
check for debris, line breaks, or broken valves, and verAy that the pump has
sufficient power Contact your Dealer for additional assistance.
Key FWnt Check for complete spray coverage of the textile media and
adjust the pressure as needed for complete coverage.
Step 15g: Toggle the recirc pump "AUTO/OFF/MAN" switch to "OFF."
Step 15h: Remove the pressure gauge.
Step 15i: Return the recirc pump "AUTO/OFF/MAN" switch to "AUTO."
Rotate the manifold so ....
Rerrave the cap at the end of the manifold.
� 3%.-�
r.
■ �ua� a
Om a S"We, Inc, W4 Agway Ave., SWhedin, OR 97479 USA • 990- 9843 • 541-4W4U9 " WWW.Mellaa.aalll I04ffX.& 161
h9a S4,•ern7
POP 13

__ _ __Installation Steps __ _]
Step 15. Perform AX-RT Operational Test, cont
Step 15j: If the system uses a VCOW control panel, use the instructions that
came with it to place the control panel in "Test Mode." If the system uses an
MVP control panel, go on to the next step.
Step 15k: Check the operation of the recirc chamber's float switches by
raising and lowering the low-level, mid -level, and high-level float in turn and
verifying that each performs its intended function.
• If the AX-RT unit has a discharge pump, continue to step 151.
• If the AX-RT unit has an MVP panel and gravity discharge, go to step 15o.
• If the AX-RT has a VCOM panel and gravity discharge, take the panel
out of "Test Mode" and go to step 15o.
IMPORTANT, Always make sure Mere is enough water in the
AX-RTs discharge chamber to safely run the pump.
Step 151: Toggle the discharge pump's "AUTO/OFF/MAN" switch to "MAN"
and verify the pump runs.
Step 15m: Toggle the discharge pump's "AUTO/OFF/MAN" switch to "AUTO."
Step 15n: Check the operation of the discharge chamber's float switches by
raising and lowering the low-level, mid -level, and high-level float in turn and
verifying that each performs its intended function.
• For units with a VCOM control panel, take the control panel out of "Test
Mode."
Step 15o: Make sure the recirc pump and (if equipped) discharge pump's
'AUTO/OFF/MAN" switches are toggled to "AUTO."
Step 15p: Close and bolt down the lid on the AX-FIT unit.
NIM-ATX-A%NF7 Orenco Systems°, In 814 Aft" Ave., Suthernn, OR 97479 USA • 8OO V,8.9M - 541-459-4449 • w orenmcom
Rev. 5.0, ^ 07/17
Page 14

Instal ation Steps v ___�
16. Complete Backfllling
QKey Points.
• When backfilling, be careful not to alter the slope of any of the pipes.
Brace the pipes or place the pipes on a compacted bed and carefully
fill around them.
• Before backfilling, make sure the AX-RT unit's lid and all riser lids are
bolted down.
Step 16a: Backfill the septic tank excavation if it has not yet been done.
Follow the tank manufacturer's guidelines for backfilling.
Stepl6b: Backfill and compact around the AX-RT unit in maximum 12-inch
(305-mm) lifts.
QKey Points.
• Do not use native material to backfill if it is primarily sand; very soft or
highly expansive clay; or if it contains debris, large (> 3<-in. or 19-mm)
rocks, sharp rocks, peat, or muck. In these cases, use s -N-in. (s 19
mm) rounded gravel, crushed stone, or pea gravel as fill material. This
material should be washed, free -flowing, and free of debris.
• For installations in non -cohesive soils' with high seasonal water tables,
use N-inch crushed rock as the backfill material.
• Do not backfill with sand.
Step 16c: Compact the fill thoroughly with a mechanical compactor.
QKey Points:
• The bottom of the AX-RT lid should sit 2 inches (50 mm) above final
grade.
• After backfilling, call the system's Service Provider to arrange for the
official System Start-up.
Step 16d: Be sure the AX-RT unit's lid is closed and secured.
Step the: Be sure the septic tank's access lids are secured.
'As described in OSHA Standards (29 CFR, Part 1926, Subpart P, Appendix A), noncohedve soils
or granular soils Include gravel, sand, or silt with little or no day content. Granular soil cannot he
molded when moist and crumbles easily when dry. Cohesive soils Indude clayey silt, sandy day,
silly day, clay, and organic clay. Cohesive soil does not crumble, can be excavated with vertical
sideslopes, Is hard to break up when dry, and when moist, can be rolled Into threads without
crumbling. For example, it at least a 2-Inch (51-mm) length of 1/8-inch (3-mm) thread can be
held on one end without tearing, the soil is cohesive.
21n. (50 mm)
above final grade
(10 mm
Backfill the AX-RT In 12-inch (300 mm) lifts.
Orera:o Systems-, tnd., 814 Airway Ave., Suthedin, OR 97479 USA • 800-348-9843.541-459-4749 • www.orenm.wnn NIM-ATX-AXRr-1
Rec 5.0, -07/17
Page 15

AdvanTex®
AX-RT Treatment Systems
Residential Applications
®M2rifev Yrwlm l S`Mem AX-RTN
Moeds rreN Cie ieW reme'e9 01 NSF/ANSI
`•.�.• SMM ,e 40 im pass I Systems.
c& s
LISTED
NIM-ATK-A%FT-1
Ret 5.0, ® 0711
Orenco Systems'. Inc.

Orenco®
Applications General
The Orenco" UV Disinfection Unit is designed for use in residential
applications after advanced secondary treatment (10 ri cBOD5
and TSS) when disinfection is required before dispersal.
It requires installation inside a pump or gravity discharge basin or in a
separate tank following an advanced secondary treatment system.
31n. (80-mm)
quick-csconnect cou-
pling (2 pieces)
Inlet
Contact
chamber
Teflon' sleeve
UV lamp
Flow -through
spacer
Treated effluent flows by gravity through the contact chamber and
around the UV lamp where it is disinfected in a 360-degree contact
zone. The unit uses no chemicals and has no moving parts. It requires
annual cleaning and lamp replacement.
In side -by -side NSF® testing, the Orenco UV Disinfection Unit reduced
bacteria by 99.999% (5 logs), meeting or exceeding the performance
of other residential 11V disinfection units.
The Orenco UV Disinfection Unit comes with a power ballast and a
Orenco' INIB lamp current sensor, housed in an Orenco control panel to protect the
control panel tN unit's electronic components. The control panel is installed exter-
(shown open) rally, outside of the wet well.
Orenco® UV Disinfection Unit, Cutaway View
Features/Specifications
• UL-recognized for US and Canada
• Bacteria reduced by 99.999% (5 logs)
er cad
I grip
• Flow path designed for maximum contact time between effluent and
amp
ed lamp
lie
• Components designed to work together — no piecemeal disinfec-
tion assemblies and wiring
• Teflon sleeve to protect lamp and minimize buildup and service
intervals
• Quick -disconnect fitting for easy inspection and unit cleaning
• Power ballast and lamp current sensor housed in a control panel
(not in a wet well) to minimize corrosion and failure due to environ-
mental exposure
Standard Models
UV-1 25/31 -UVIB, UV-1 25/31 -UVIBSUB
Product Code Diagram
uv-125/31-❑-❑
Tpo~eroordlenglh
Blank = 25 It (7.62 m)
50 = 50ft(15.2m)
Tc'otol panel options:
We = pand with audible and visible alarms
UV1BSUB = sub -panel for use With separate control pand
Lamp kro
31 = 31 in. V87 mm)
Lamp output at 1 meter:
125 = 125 pw/cm'
Orenco UV disinfection unit
C%US UL-recognized
Orenco Systems@ Inc. , 814 Airway Ave., Sutherlin, On 97479 USA • BDO-348-9843 • 541459-W9 • www,orenco.com NT04N-OWI
Rer. 2A, O OY17
Per 1 of 2

r
Orenco tMB Control Panel
(Shown Opened)
T
A O 1" C
�i
Orenco W Disinfection Unit
(top New)
Orenco UV Disinfection Unit
(Side Cutaway View)
Materials of Construction
Panel erxlusure
LN-reslstarn fiberglass, OL Type 4X rated
Hinges and latches
Stainless steel
Cord grip
Nylon
Contact clamber
3-in. (80-mm) dameW Srh 40 NackABS
trial Mee
3-kf. (80-mm) SO 40 black PBS
Other fittings
Black ABS
Ouid(Aismnnect
coupling
Black ABS
1)4-in. IPS Outlet
Black ABS
Lamp assembly seal
EPDM rubber
Lamp
Tetlone'
Specifications
Panel Dimensions, in. (mm)
Height
11.5 (290)
Wdth
9.5 (240)
Depth
5.4(135)
UV Unit Dimensions, in.
(mm)
A
5.63 (143)
B
10.06 (256)
C
1.50 PS (40 DM
42.25
38.56
34.50
Inlet-to-oullel fall
0.50 (13)
W Unit Performance
Typical MAW chamber
276,000 µW-s/Om'a1 1 gpm (0.06 L/sec)
W dose (65% trans-
55,OOD µWs/cm' at 5 gpm (0.32 Uses)
mittance, 20% lamp
28,000 µW s/cm'at 10 gpm (0.63 Usec)
degradation)
Minimum target dose
30,000-38,000 µWs(crrIz
Lamp
31 inches (7B7 mm), 92 VAC, 50 or 60 Hz,
425 mA, 38 W; 254 rim f1VC intensity at 1 in
Is 125 uW/cm'
Power card 60OV, 182 11L Type TC
Cord plug
UL listed four -pin connector, lampholder,
electric dscharge,1000 V or less
Balast
12OV, AC, 50 or 60 Hz, located in UL listed
Orenco" control panel
Audible alarm'
95 dB at 24 in. (610 mm), warble lone sound
Visual alarm`
'%in. (22-mm) diameter red lens, "Push-lo-
silence." UL Type 4X rated,1 W LED Iight,120 V
Circuit breaker
10 A, OFF/ON witch. Single -pole 120 W,
DIN rail mounting with thermal magnetic
tripping characteristics
We 01t101 pane@ a !V
eTO-Uv-O51-1 Orenco Systems° Inc. , 814 Airway Ave., Suthedin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Rex. 2.0, 0 03f17
Page 2 of 2

PF Series 60-Hz, 4-inch (100-mm)
Submersible Effluent Pumps
Applications
Our 4-inch (100-mm) Submersible Effluent Pumps are designed to
transport screened effluent (with low TSS counts) from septic tanks or
separate dosing tanks. AN our pumps are constructed of lightweight,
corrosion -resistant stainless steel and engineered plastics; all are field -
serviceable and repairable with common tools; 60-Hz PF Series models
are CSA certified to the U.S. and Canadian safety standards for effluent
pumps, meeting UL requirements.
Orenco's Effluent Pumps are used in a variety of applications, includ-
ing pressurized drainfields, packed bed filters, mounds, aerobic units,
effluent irrigation, effluent sewers, wetlands, lagoons, and more. These
pumps are designed to be used with a Biotubee' pump vault or after a
secondary treatment system.
Discharge Connection
Bypass Orifice
Franklin
Liquid End
Suction Connection
Franklin
Super Stainless
Motor
aAF'adveral by
• `�' Franklin Electric
LRB0980
LR2053896
Features/Specifications
To specify this pump for your installation, require the following:
• Minimum 24-hour run -dry capability with no deterioration in pump life
or performance'
• Patented A -inch (3-mm) bypass orifice to ensure flow recirculation
for motor coding and to prevent air bind
• Liquid end repair kits available for better long-term cost of ownership
• TRI-SEALTm floating impeller design on 10, 15, 20. and 30 gpm
(0.6,1.0,1.3, and 1.9 Usec) models; floating stack design on 50 and
75 gpm (3.2 and 4.7 Usec) models
• Franklin Electric Super Stainless motor, rated for continuous use and
frequent cycling
• Type SOOW 600-V motor cable
' Not applicable M 5-hp r3.73 AW moea6
Standard Models
See specifications chart, pages 2-3, for a list of standard pumps. For
a complete list of available pumps, call Orenco.
Product Code Diagram
PF
- F3005 1 1 n Pump
T
TCord length, R (in):'Blank = 10 (3) 20 = 20 N7
30 = 30(9) 50 = 50n$
heck wive:
Blank = no intemel check valve
CV = inlemal rheck valve'
Voltage, namedate:
1 = 115' 200 = 200
2 = 230 4 = 4e0
Reque�y
gle-
1 = sinPhase 60 lh
3 = mree-phase 60 fia
aoraaPoxer ((ft
03 = 'A hp (0.25)
05 = 1f to (0.37)
07 = M hp (0.50)
10 = 1 hp (0.75)
15 = 114 hp n.11)
20 = 2 hp (1.50)
30 = 3 hp (2.24)
50 = 5 hp (3.73)
Nominal flow, gpm (1-1aeo):
10 = 10 (0.8) 15 = 15 (1.0)
20 = 20 (1.3) 30 = 30 (1.9)
50 = 50 (3.2) 75 = 75 (4.7)
Pump, PF Series
' "if (0.37k" mN
Avaiable for 10 gpm As Vseq. 12 hp (0.37 kN) only
We: 2M mas are available only for ainde-pl¢9e pvnVs TM41 y, hp
Orenco Systems" Inc., 814 Airway Ave., Suthertln, OR 97479 USA • 800-348-SM - 541-459-4449 • www.orenco.com WD-Pill-PF-1
Rev. SA, 0 03117
Page 1 of 5

Specifications
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Pump Model
PF100511 10(0.6)
0.50 (0.30
1
115
120
12.7
12.7
6
1 '/4 in. GFP
23.0 (660)
16 (406)
26 (12)
300
PH 00511 CV
10(0.6)
0.50 (0.37)
1
115
120
12.7
12.7
6
1 Y4 in. GFP
23.0 (660)
16 (406)
26 (12)
300
PF100512
10(0.6)
0.50 (0.37)
1
230
240
6.3
6.3
6
1 Y4 in. GFP
23.0 (660)
16 (406)
26 (12)
300
PF10053200
10(0.6)
0.50 (0.37)
3
200
208
3.8
3.8
6
1 Y4 in. GFP
23.0 (660)
16 (406)
26 (12)
300
PH 0071215
10(0.6)
0.75 (0.56)
1
230
240
8.3
8.3
8
1 Y4 in. GFP
25.9 (658)
17 (432)
30 (14)
300
PH 0073200 4.5
10(0.6)
0.75 (0.56)
3
200
208
5.1
5.2
8
1 Y4 in. GFP
25.4 (645)
17 (432)
31 (14)
300
PH 01012 5.6
10(0.6)
1.00 (0.75)
1
230
240
9.6
9.6
9
1 Y4 in. GFP
27.9 (709)
18 (457)
33 (15)
100
PF10103200 a6
10(0.6)
1.00 (0.75)
3
200
208
5.5
5.5
9
1 Y in. GFP
27.3 (693)
18 (457)
37 (17)
300
PF102012 S 6 ' 8
10(0.6)
2.00 (1.49)
1
230
240
12.1
12.1
18
1 Y4 in. SS
39.5 (1003)
22 (559)
48 (22)
100
PH 02032 5, 6 8
10(0.6)
2.00 (1.49)
3
230
240
7.5
7.6
18
1 Y in. SS
37.9 M
20 (508)
44 (20)
300
PF10203200 6 6 8
10(0.6)
2.00 (1.49)
3
200
208
8.7
8.7
18
1 Y4 in. SS
37.9 (963)
20 (508)
44 (20)
300
PF150311
15(1.0)
0.33 (0.25)
1
115
120
8.7
8.8
3
1 Y4 in. GFP
19.5 (495)
15 (380)
23 (10)
300
PH50312
15(1.0)
0.33 (0.25)
1
230
240
4.4
4.5
3
1 Y4 in. GFP
19.5 (495)
15 (380)
23 (10)
300
PF200511
20(1.3)
0.50 (0.37)
1
115
120
12.3
12.5
4
1 Y4 in. GFP
22.3 (566)
18 (457)
25 (11)
300
PF20053200 20 (1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 Y. in. GFP 22.3 (566) 18 (457) 26 (12) 300
PF201012' 5
20(1.3)
1.00 (0.75)
1
230
240
10.5
10.5
7
1 Y4 in. GFP
28.4 (721)
20 (508)
33 (15)
100
PF20103200 ° '
20(1.3)
1.00 (0.75)
3
200
208
5.8
5.9
7
1 Y4 in. GFP
27.8 (706)
20 (508)
33 (15)
300
PF201512 1 5
20(1.3)
1.50 (1.11)
1
230
240
12.4
12.6
9
1 Y4 in. GFP
34.0 (864)
24 (610)
41 (19)
100
PF20153200 4.5
20 (1.3)
1.50 (1.11)
3
200
208
7.1
7.2
9
1 Y4 in. GFP
30.7 (780)
20 (508)
35 (16)
300
PF300511
300.9)
0.50 (0.37)
1
115
120
11.8
11.8
3
1 Y4 in. GFP
21.3 (541)
20 (508)
28 03)
300
PF300512
30(1.9)
0.50 (0.37)
1
230
240
6.2
6.2
3
1 '/4 in. GFP
21.3 (541)
20 (508)
25 (11)
300
PF30053200
30 (1.9)
0.50 (0.37)
3
200
208
3.6
3.6
3
1 '/a in. GFP
21.3 (541)
20 (508)
25 (11)
300
PF300712
30(1.9)
0.75 (0.56)
1
230
240
8.5
8.5
5
1 Y4 in. GFP
24.8 (630)
21 (533)
29 (13)
300
PF30073200
300.9)
0.75 (0.56)
3
200
208
4.9
4.9
5
1 Y4 in. GFP
24.6 (625)
21 (533)
30 (14)
300
PF301012 °
30(1.9)
1.00 (0.75)
1
230
240
10.4
10.4
6
1 Y4 in. GFP
27.0 (686)
22 (559)
32 (15)
100
PF30103200 4
30 (1.%
1.00 (0.75)
3
200
208
5.8
5.8
6
1 % in. GFP
26.4 (671)
22 (559)
33 (15)
300
PF30151215
30(1.9)
1.50 (1.11)
1
230
240
12.6
12.6
8
1 Y4 in. GFP
32.8 (833)
24 (610)
40 (18)
100
PF3015320015
30(1.9)
1.50 (1.11)
3
200
208
6.9
6.9
8
1 Y4 in. GFP
29.8 (757)
22 (559)
34 (15)
300
PF301534 45
30(1.9)
1.50 (1.11)
3
460
480
2.8
2.8
8
1 Y in. GFP
29.5 (685)
22 (559)
34 (15)
300
PF302012 5 67
30(1.9)
2.00 (1.49)
1
230
240
11.0
11.0
10
1 Y. in. SS
35.5 (902)
26 (660)
44 (20)
100
PF30203200 5.6
30(1.9)
2.00 (1.49)
3
200
208
9.3
9.3
10
1 A in. SS
34.0 (864)
24 (610)
41 (19)
300
PF303012 s.e.z6
30 (1.9)
3.00 (2•23)
1
230
240
16.8
16.8
14
1 Y. in. SS
44.5 (1130)
33 (838)
54 (24)
100
PF303032 5.8.6
30(1.9)
3.00 (2.23)
3
230
240
10.0
10.1
14
1 Y in. SS
44.3 (1125)
27 (686)
52 (24)
300
PF305012 5 e ' 8
30(1.9)
5.00 0.73)
1
230
240
25.6
25.8
23
1 % in. SS
66.5 (1689)
53 (1346)
82 (37)
100
PF305032 5 8 '
30 (1.9)
5.00 (3.73)
3
230
240
16.6
16.6
23
1 'h in. SS
60.8 (1544)
48 (1219)
66 (30)
300
PF30503200 ` ° 8
30(1.9)
5.00 (3.73)
3
200
208
18.7
18.7
23
1 Y4 in. SS
60.8 (1544)
46 (1219)
66 (30)
300
PF500511
50(3.2)
0.50 (0.37)
1
115
120
12.1
12.1
2
2 in. SS
20.3 (516)
24 (610)
27 (12)
300
PF500512
50(3.2)
0.50 (0.37)
1
230
240
6.2
6.2
2
2 in. SS
20.3 (516)
24 (610)
27 (12)
300
PF500532
50(3.2)
0.50 (0.37)
3 230
240
3.0
3.0
2
2 in. SS
20.3 (516)
24 (610)
28 (13)
300
PF50053200
50(3.2)
0.50 (0.37)
3 200
208
3.7
3.7
2
2 in. SS
20.3 (516)
24 (610)
28 (13)
300
PF500534
50(3.2)
0.50 (0.37)
3 460
480
1.5
1.5
2
2 in. SS
20.3 (516)
24 (610)
28 (13)
300
PF500712
50(3.2)
075 (0.56)
1 230
240
8.5
8.5
3
2 in. SS
23.7 (602)
25 (635)
31 (14)
300
PF500732 50(3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300
NT04941 I Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com
Pop 2 at 5

Specifications, Cont.
d N_ E y aQ
.-. n rid a E u L
y�± E
SZ �. iE zi om f E
Pump Model
PF5G073200
50(3.2)
0.75 (0.56)
3
200
208
4.9
4.9
3
2 in. SS
23.1 (587)
26 (660)
32 (15)
300
PF500734
50(3.2)
0.75 (0.56)
3
460
480
1.8
1.8
3
2 in. SS
34.8 (884)
25 (635)
31 (14)
300
PF501012
50(3.2)
1.00 (0.75)
1
230
240
10.1
10.1
4
2 in. SS
27.0 (686)
26 (660)
35 (16)
100
PF50103200
50(3.2)
1,00 (0.75)
3
200
208
5.7
5.7
4
2 in. SS
26.4 (671)
26 (650)
39 (18)
300
PF501034
50 (3.2)
1.00 (0.75)
3
460
480
2.2
2.2
4
2 in. SS
26.4 (671)
26 (660)
39 (18)
300
PF501512' 50(3.2) 1.50 (1.11) 1 230 240
12.5
12.6
5
2 i1. SS
32.5 (826)
30 (762)
41 (19)
100
PF50153200' 50(3.2) 1.50 (1.11) 3 200 208
7.0
7.0
5
2 in. SS
29.3 (744)
26 00)
35 (16)
300
PF503012 4 5'r. a 50(3.2) 3.00 (2.23) 1 230 240
17.7
17.7
8
2 in. SS
43.0 (109Z
37 (940)
55 (25)
100
PF5030320015•9 50(3.2) 3.00 (2.23) 3 200 208
13.1
13.1
8
2 in. SS
43.4 (1102)
30 (762)
55 (25)
300
PF503034 4.5.8 50(3.2) 3.00 (2.23) 3 460 480
5.3
5.3
8
2 in. SS
40.0 (1016)
31 (787)
55 (25)
300
PF505012 5bra 50(3.2) 5.00 (3.73) 1 230 240
26.2
26.4
13
2 in. SS
65.4 (1661)
55 (1397)
64 (29)
300
PF505032 5b Ia 50(3.2) 5.00 (3.73) 3 230 240
16.5
16.5
13
2 in. SS
59.3 (1506)
4911245)
64 (29)
300
PF751012 75(4.7) 1.00 (0.75) 1 230 240
9.9
10.0
3
2 in. SS
27.0 (686)
27 (685)
34 (15)
100
PF751512 75(4.7) 1.50 (1.11) 1 230 240
12.1
12.3
4
2 in. SS
33.4 VW)
30 (762)
44 (20)
100
I R'P = glass h4edpeyp aloyli re: SS= stemees steel. Tlk l lv m l,FT OIAtlmMarge 617.9 h.
ocfagovl acrrss add
the I Win AFT SS as&aW is 2 LE
M. ocago;al aaoss fiats: and the 24
NPT SS asiarge is 2718 in heagaal across flats. Osd lige 4s lerale APT rteeecla7.
US mmeW sue. to aamarnrtak Qwvn" discharge hose wrd valve assembles. CasWl
)art Orecu
OshpuM
agail brims 10 carped hose and MA6 assemblies to mew-sumf MM
1 Mmlmum 1pud level,' M single pumps when inslalkH In ✓N Orm Solube' Pump Vale a LhA6lsa/Flow Itdlcer. In OPW appAadas, mlmman Ipud level shoudbe top of pump, Consult OtetW for
mom mlamabnn.
3 Weight im1wes carton and 10- t (30 Wrd
4 Hun µiessme ray.harge assembly required
5 no rot use cam-k otoro, (a) on msciurge assembly.
6 Gstom tesdvgo assembly relurcti for nese q:mp5 Gonad 0rexz,.
7 C."afa park (sod separately a mstallW in a custom o he)) panel) roqu,'W for PM PUMP C00=1 balm.
8 Torque Wis are dvdaole her all pimps and are seethed ,vim 3 he and 5-M pumps.
Materials of Construction
Discharge Glass -filled polypropylene or stainless steel
Discharge bearing Engineered thermoplastic (PEEK)
Diffusers Glass -filled PPO (Noryl GFN3)
Impellers Celco0 acetal copolymer on 10-, 20, and 30-pin models; 50-gpm impellers are Noryi GF43
Intake screen Polypropylene
Suction connection Stainless steel
Drive shaft 7/16 inch hexagonal stainless steel, 300 series
Coupling Sintered stainless steel, 300 series
Shell Stainless steel. 300 series
Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically
sealed motor housing ensures moisture -tree windings. All thrust absorbed by Kingsbury -type thrust bearing. Rated for continuous duty. Single-
phase motors and 2DO and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp
(1.11 W04 have built-in thermal overload protection, which trips at 203-221' F (95-106 Q.
Orenco Systems® Inc. , 814 Airway Ave., Sutherlln, On 97479 USA v ON-348-9843 • 541-459-4449 v www.orenco.com aTO-Pi -Ml
Aev. 5.0. O 03117
Pape 3 of 5

Using a Pump Curve
A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow and pressure (total dynamic
head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate. These
graphs show optimal pump operation ranges with a solid line and show flow rates outside of these ranges with a dashed line. For the most accurate
pump specification, use Orenco's PumpSelect" software.
Pump Curves
L.I
SEEZ
,II
MENNEN
MEMO
I ION
ME
1,'ii�i'`al��i.
0 2 4 6 8 10 12 14 16
Raw in gallons per minute (gpm)
400
350
`m
c 300
2
250
a
200
150
v 100
50
n
160
140
w
120
x
0 100
a
t 80
60
v 40
20
0
0
yu
80
m
a 70
c
C 60
50
m
r
u 40
30
a
20
1°
10
PF15 Sofia, 60 Nz,
3 6 9 12 15 18 21 24
Flow in gallons per minute (gpm)
60 HL L5 - 5,0
5
Flow in gallons per minute (gpm) Flow in gallons per minute (gpm)
NTg-PO-PF-1 Orenco Systemse Inc. , 814 Airway Ave., Sutherlln, OR 97479 USA • NO-348-9843 • 541-45%4449 • www.orenco.com
Rev. 5.0.0 03/17
Page 4 of 5

Pump Curves, cont
450
400
350
e
300
a 250
0
r
n 200
'E
C 150
�+ 100
50
0
Flow in gallons per minute (gpm)
100
i'Y
m
.� 80
e
70
O
60
a
m 50
G 40
a
a 30
m 20
10
0,
10 70 70 4n sn sn 711 Rn
Flow in gallons per minute (gpm)
Orenco Systems® Inc., 814 airway Ave., Sutherlin, OR 97479 USA • 8OD-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1
Rev. 5.0, ® 03/17
Page 5 o/ 5

un AX20B SA UV IB (11' Upgrade ICit is
if Internet line is used)
VeriComm° AX20B Control Panels
Applications
VeriComm® AX20B remote telemetry control panels are used in
AdvanTeO AX20 Treatment Systems with two pumps for timed recir-
culation and pump discharge. Coupled with the web -based VeriComm
Monitoring System, these affordable control panels give the ability to
remotely monitor and control treatment system operation, with real-
time efficiency to wastewater system operators and maintenance
organizations, while remaining invisible to the homeowner. AX20B
panels allow remote operators to change system parameters, includ-
ing timer settings, from the web interface. Interlocked controls prevent
recirculation pump operation if there is a high-level alarm on the dis-
charge side.
Typica/AX20B VenComnF° Control Panel
Standard Models: VCOMAY20117, VCOMAX202
Features
Three Operating Modes
• "Start -Up Mode" collects trend data and establishes operating stan-
dards during the first 30 days of operation
• "Normal Mode" manages day -today functions
• "Test Mode" suspends data collection and alarm reporting during
Installation and service
Data Collection and Utilization
• Compiles data logs of system conditions and events such as pump
run times, pump cycles, and alarm conditions
Troubleshooting and Diagnostic Logic
• Reports suspected component failures, which then trigger alarms
Features, cont.
Advanced Control Logic
• Activates system diagnostics in the event of a float failure or malfunc-
lion and maintains normal system operation until servicing can occur
Communication and Alarm Management
• Provides remote telemetry and a web -based monitoring applica-
tion for communication and alarm management (see VeriComm
Monitoring System, NTD-CP-VCOM-1)
• Updates point values (including timer settings) and queued changes
during each host communication session
• Contacts with host monthly; more frequently during alarm conditions
Multiple Communication Methods
• Call -In to VeriComm® Host (phone line or optional high speed intemet)
— Signals critical fault conditions that require Immediate attention
(e.g., pump failure) through automatic alarm notifications
— Signals less -critical fault conditions (e.g., stuck float switch) through
automatic alert notifications and triggers the panel's troubleshooting
logic and alternative operating mode
— Sends updates through automatic update notifications, including
alarm updates or all -clear notifications following alarms/alerts, as
well as normally scheduled monthly panel reports
—Allows manual, forced communication from panel to host for updat-
ing point values and receipt of queued changes
• Real -Time, Manual Direct Panel Connection
—Allows a local operator real-time access to detailed logged data
and the ability to change point values through direct connection via
RS-232 serial port from a laptop or Android° device with optional
Bluetooth® kit
—Allows a local operator to initiate an auto -answer mode in real-time
to access detailed logged data and the ability to change point val-
ues via direct, forced communication at the site
Open -architecture software with password security is used during
real-time, manual connections. Orenco offers BT-VCOM software as an
option, but VeriComm panels require no proprietary software. Vf 100
protocol allows access and control from a Mac or PC computer using a
simple communication program (e.g., WindowsO HyperTerminal), with
multilevel password protection ensuring that only qualified personnel can
access the panel's data.
Status Light Indicators
— Flashing green LED for normal operation
—Yellow LEDs for status of digital inputs
— Red LEDs for status of digital outputs and modem activity
UL-recognized and FCC -approved
Formom IntormaHon, try ouronlrne demo at uvnvizdcomm.net (no pa=vrdrmuireo7.
erenfw Systems° tnc., 814 Airway Ave., Sutherlfn, OR 97479 USA • BOD-348.9843.541-459-4449 • www.orenco.com Blo-cP- 0M-3
Rev.2.0. ® 06118
Pagel of 2

Standard Components
Feature
Specifications
1. VedComm® Remote
Telemetry Unit'
ATRL11-100: 36118 VAC (center tap fansformer); 8 digital Inputs, 4 analog inputs, 4 digital outputs, 0 analog outputs,
onboard modem (2400 baud); LED input and output indicators; 1 -year battery backup of data and program settings
2. Motor -Start Contactors
120 V.16 RA,1 hp (0.75 kW), 60 hz; 2.5 million cycles at F A (5 million at 50% of FI A)
240 V,16 FLA, 3 hp (2.24 kW), 60 hz; 2.5 million cycles at FLA (5 million at 50% of RA)
3. Toggle Switch
Single -pole, single-thmw,, momentary manual switch; 20 A. 314 hp (0.75 kW)
4. Controls Circuit Breaker
10 A, OFF/ON switch; single -pole 120 V; DIN rail mounting with thermal magnetic tripping characteristics (240 V units are
available for international markets)
5. Pump arcult Breaker
20 A OFF/ON switch; single -pole 120 V or double -pale 240 V; DIN mil mounting with thermal magnetic tripping characteristics
6. Fuse
250 VAC,1 A
7. Transformer 120 VAC primary, 36 VCT ® 0.85 A secondary
B. Audible Alarm 95 dB at 24 in. (610 mm), warble -tone sound
9. Visual Alarm 7/8-In. (22-mm) diameter red lens; 'Push -to -silence; UL Type 4X rated,1 W LED light, 120 V
10. Panel Enclosure Measures 13.51 in. high x 11.29 in. wide x 5.58 in. deep (343 x 287 x 135 mm). ULType 4X rated. Constructed of
Wtesistant fiberglass; hinges and latch are stainless steel.
See Ved4omm0 I.Wlwhv System pwn-0-VQ7M-0 fardetaft
Optional Components
Feature Specification(s) Product Code Adder
Pump Run Lights 72-in. (22-mm) diameter green lens. ULType 4X rated, l W LED light, 120 V PRL
Heater Anti -condensation heater; self-adjusting: radiates additional wattage as temperature drops HT
Programmable Timer Discharge pump timed dosing PT
W Disinfection Compatibility UV grounded power circuit and alarm contacts; pump disable upon UV failure UV
AddBaal updans avaLUble w a custom Lass. Contact Oren CmtrMs txmo a inlarnaban
NfD-CP-VOOM-3 Orenco Systemsm Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • Sao-348- M • 541-459-4449 • www.omnco.com
flex 2.0. ® DWI
Page 2 012

Float Switch Assemblies ��.
t�eaoaaa-saa�
Installation, Operation and Maintenance Instructions
Model MF
Installation Instructions
The float switch assembly is typically mounted in the screened pump vault or effluent screen inside of a septic or dosing tank.
The assembly is detachable without removal of the screened pump vault or effluent screen. A typical float switch assembly is
shown below.
Step
Each float cable is provided with a color marker. This marker indicates the
function of the float Make sure that your float cable color markers corre-
spond with the wiring diagram provided. If the wiring diagram does not
match your float cable marker colors, contact Orenco Systems® Inc. or
your local dealer for assistance.
Step 2 ---- To check for proper float switch operation, move each switch up and down
and check for interference. Remove the assembly from its holding bracket
by snapping it out of the holding bracket.
C
Float function
color marker
Float stem
Adjustable float
collar
Stainless steel
set screw
Float
02003 Orenco System- Inc. NIN-MFMF1
aox 2.0. 011y00
Page s of 4

Installation Instructions (continued)
3
❑s
Step 1
If any float interferes with another, the float may be adjusted by loosening
the stainless steel set screw provided in the float collar. Using a phillips
screwdriver, slowly back the screw out of the collar to a point at which the
collar may be adjusted. Be careful not to back the screw completely out of
the collar. Carefully rotate the collar on the stem until the float switches can
move freely past one another. Tighten the stainless steel set screw and
recheck.
Warning: Be careful not to after the the tether lengths of any of the floats.
AMeretion of the tether length may affect proper operation of the float
switch assembly.
Step k
Check the float settings with the project plans and specifications. If the set-
tings need to be adjusted, loosen the set screw as described in step 3.
Adjust the float switches to the desired level and tighten the sat screw.
Make sure float level settings do not violate any state or local regulations.
Note: The goat stem provided is the maximum length possible without
interfering with the pump minimum liquid level or screened pump vault
intake ports. Never lengthen the float stem without prior approval from
Orenco. Lengthening of the float stem will void the warranty.
St" k
Replace the float switch assembly in the holding bracket. Make sure the
assembly snaps fully into the bracket
To allow for easy removal of a float switch assembly, a 1" diameter handle
may be added to the top of the float switch assembly. Measure the distance
from the top of the float switch assembly up to about one foot from grade
level. Cut a 1" diameter PVC pipe to the measured length and glue it into the
handle.
NWWMF-1 ® nin aroneo symme Ina
Ma 2A, O 11p1
PW 2d1

Installation Instructions (continued)
Step 7:
When used with an Orenco electrical splice box:
Push the level control wires through the watertight cord grips into the
electrical splice box. Leave an adequate length of electrical cable coiled
inside the riser to allow for easy removal of the pump and float switch
assembly. On not remove the colored markers or the paper tags from the
float cables, and do not try to thread the markers and tag through the
cord grip. Tighten the cord grips by hand, not by tool, then test the tight-
ness of the cord grips by tugging on each cable. A cable is secure when
the cord grip is tight enough to prevent slippage. Adequate lengths of
cable should be left within the splice box to allow easy removal for future
disconnecting and resplicing.
Note: See the splice box instructions (EIN-SB-SB-1) and
corresponding splice box diagram for connection instructions.
�3
® 2M Orenco Systems* Inc. NIN.MFMF1
Rat 20, 01MM
Page 3 of 4

Maintenance Instructions °S
k, 9).tome
t•eso-a4e•se43
During the annual inspection, follow the testing procedures provided to ensure that the system is operating properly. If a float is
found to be faulty, either during the annual inspection or during troubleshooting after an alarm condition, see the section below
titled Removing and Replacing Inoperative Floats.
Removing and Replacing Inoperative Floats
Important Before doing any work either on the wiring to the level control floats and pump in the vault or in the pump control
panel, switch the circuit breakers in the panel to their "OFF" positions, then switch off the power to the system at the service
entrance panel.
1. Remove the float assembly from the vault.
2. Using a Phillips screwdriver, remove the stainless steel screws from the splice box lid, being careful not to drop the screws
into the tank If the splice box was submerged, or if there is a crack in the conduit, there may be water in the splice box. If
this is the case, remove water from the splice box with a syringe, sponge, or other appropriate method. Loosen the cord grip
at the splice box and verify the appropriate splice for the float. Unscrew the wire nuts and remove the float
3. Remove the inoperative float and replace it with a new one. Push the float cable through the watertight cord grip into the
electrical splice box. Leave an adequate length of electrical cord coiled inside the riser to allow for easy removal of the float
assembly. Do not remove the colored markers or the paper tags from the float cords, and do not try to thread the markers and
tag through the cord grip. Tighten the cord grip by hand, not by tool, then test the tightness of the cord grip by tugging on the
cord. A cord is secure when the cord grip is tight enough to prevent slippage. An adequate length of cord should be left
within the splice box to allow for easy removal for future disconnecting and resplicing.
4. Refer to document EIN-SB-SB-1 for instructions to splice the float wire to the wire from the control panel. Attach the float
wires using the waterproof wire nuts. It is necessary to replace this wire nut with a new watertight wire nut Always use
watertight wire nuts or heat shrink splice kits for all connectionsl
5. Replace the float and collar and return the assembly to the pump vault.
6. Reconnect power and test the unit.
NIN-MFMF1 07D03 erenco Splerne Inc
11ov.2.0.01IM4
Page 4 of

Trusted. Tested. Tough.'"
O
Productinformationpresented
OELLE/P e
here re0ecta mnoltlooe at dme
regarding d1screpan lasory
regarding or
PUMP COMPANY
ciscrapancias
Inf-0nBisIBM1e8.
TECHNICAL DATA SHEET
DDSE- MATE SERIES
Models 151, 752, 753 Effluent Pumps
PRODUCT SPECIFICATIONS
Horse Power
1/31151), 4110 (152),12 (153)
Voltage
115 or 230
Phase
1 Ph
0
Hem
60 Hz
RPM
3450
C0
c
Type
Permanent split capacitor
Insulation
Class
Amps
3.0.10.5
Operation
Automatic or nonautomatic
Discharge Size
1.1/2' NFT
Solids Handling
1/2" (12 mm), 3/4' (19 mm) spherical solids
a
Cord Length
20' (6 m)
CordType
UL listed power card
Max. Head
44' (13.4 m)
O=.
Max. Flow Rate
77 GPM (291 LPM)
Max. OperatingTemp.
130 •F 154 •Cl
Cooling
Oil filled
Motor Protection
Auto reset thermal overload
Cap
Cast Iron
Motor Housing
I Cast iron
N
Pump Housing
Cast iron
Base
Plastic or cast iron
J
Upper Bearing
Sleeve bearing
Lower Bearing
Ball bearing
W
Mechanical Seals
Carbon and ceramic
ImpellerType
Non -clogging vortex
Impeller
Engineered thermoplastic
Hardware
Stainless steel
MotorShah
AISI 1215 steel
Gasket
Neoprene
NOTE: The sizing of effluent systems normally requires variable level
float(s) controls and properly sized basins to achieve required pumping
cycles or dosing timers with nonautomatic pumps.
NOTE: See model comparison chart for specific details.
SP
srya Q} ouc
LYN AcpussP
' Llil
aaeeor.aerse o•
aaecuura rm
MODEL 151
6.7A2'
1158.)
3-718' 48'8'
(98mm) (117 mm)
MODELS 152 & 153
SECTION: 2.15.080
FM2784
1017
Supersedes
0315
I-IR'NPT
1
a-tvt6•
1125 mml
1
sane
*K
mm)
men)
nl
© Copyright 2017 Zoeller- Co. All rights reserved.
502-778-2731 1 8OG-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 1 zoellerpumps.com

TOTAL DYNAMIC HEAD
FLOW PER MINUTE
MODEL
151
152
153
Fed
MNen
Gal.
I Lin
Gab
Lass
Gal.
Laos
5
1.5
60
1 109
s9
261
77
291
t0
3.0
45
1 170
at
23t
70
265
15
4.0
38
1 144
53
20
6.1
29
110
44
197
25
7.6
16
61
34
159
30
9.1
-
-
23
$2DI61231
125
35
10.7
-
-
-
85
40
122
-
-
-
42M",lead.
30IL .1m
38 ft. I3.4m
PERFORMANCEPUMP
MODEL
MENEM
NONE
,■■■■■■■■.
„■■.■■■.■
■■■■,,
6
ENE
■■■.,
MORE■
LITERS 0 40 tb 120 16o 200 NO 240 320 340
ROW PER MINUTE 01.504
MODEL COMPARISON
Model
Seal
Mode
Vohs
Ph
Amps
HP I
Hz
Lbs
Kg
Simplex
Duplex
N151
Single
Non
116
1
6.0
1,3
60
32
15
1
2o,3
E 151
Single
Non
230
1
3.0
113
60
32
15
1
2or3
8NI51
Single
Auto
115
1
&0
1/3
60
33
15
2or3
SE151
Single
Auto
230
1
3.0
113
60
33
15
2 or
N152
Single
Non
115
1
8.5
4110
60
37
17
1
2 or 3
E152
Single
Non
230
1
4.3
U10
60
37
17
1
2 or
8N152
Single
Auto
115
1
8.5
V10
60
39
18
1 2or3
BEW
Single
Non
230
1
4.3
4.'10
M
39
18
2or3
N153
Single
Non
115
1
10.5
1/2
80
37
17
BN153
Single
Auto
115
1
70.5
12
60
39
18
2or3
E 153
Single
Non
230
1
5.3
12
60
37
17
1
2or3
BE153
Single
Non
230
1
5.3
1 12
80
39
1 18
2 or 3
•BN and BE models include a 20S ml piggyback variable level pump switch. Additional cord lengths are available in 25' 18 ml and 35' (11 m). 50' (15 m) cords are
available for 230 V units only.
NOTE: Model 151 has a plastic base Models 152 9 153 have a cast iron base.
SELECTION GUIDE
1. For automatic, use single piggyback variable level float switch or double piggyback variable level Float switch.
Refer to FM0477.
2. See FM1228 for correct model of simplex control panel.
3. See FM0712 for correct model of duplex control panel.
OPTIONAL PUMP STAND P/N 10.2421
• Reduces potential clogging by debris
• Replace8 rocks or bricks under the pump
• Made of durable, noncorrosive ABS
• Raises pump 2' 15 cm) off bottom of basin
• Provides the ability to rain intake by adding sections of 11h- or 2'
IDN40 or DN501 PVC piping
• Attaches securely to pump
• Accommodates sump, dewatering and effluent applications
NOTE: Make sure float is free from obstruction.
0 CAUTK7N All installation of controls, protection device. and wiring should be done by a qualified licensed electrician. All electrical and safety coda anoub W
lollowetl ineludirq the meet recent National Electrical Code INECI um the Occupational Safety an! Health Act IOSHAI.
© Copyright 2017 Zoeller' Co. All rights reserved.
502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 1 zoellerpumps.com