NCG551789_Application_20220801 (3)

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1 _
ROY COOPER % ,
Governor
ELIZABETH S.BISER • "^�, ^" _
Secretary "" ±
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
August 01, 2022
Turning Point Community Development Corporation
Attn: Chalis Henderson
PO Box 2656
Henderson, NC 27536
Subject: Permit Application
Application No. NCG551789
2495 US 1/158 Hwy N
Vance County
Dear Applicant:
The Water Quality Permitting Section acknowledges receipt of your application for a new NPDES WW permit, including
supporting documentation and your check number 6263 in the amount of $60.00 as payment of the application fee. These
items were received in our offices on August 1, 2022. 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://deq.nc.gov/permits-regulations/permit-guidance/environmental-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.
Sincerelyj � 1
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Scott Jone,P.E.-AWT
ec: WQPS Laserfiche File w/application
D North Carolina Deparlmen3 of Environmental Quality I Dlv�ion of Water Resources
Raleigh Regional Office 13600 Barrett Drive I Raklglt North C ofna 27609
tare 919.791.4200

Engineers and Soil Scientists s ' vk CAR h1�•,K94"hI
Agri-Waste Technology, Inc. ? O� to..y
501 N. Salem Street. Suite 203 • 'C4'• SEAL '
Apex. North Carolina 27502 • 045605 •
919-859-0669 '▪ • ' •
www.agriwaste.com 1. di, ' DINE •q
�/iC•..P. J4 �‘�� July 27, 2022
ism
Mr. Charles Weaver 7/zMon
NPDES Permitting Program
Division of Water Quality
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
RE: Application for Discharge System—Turning Point CDC
2495 US 1/158 Hwy N, Henderson,NC 27536
Dear Mr. Weaver,
Enclosed please find information supporting an application for a Certification of Coverage under
the General Discharge Permit. The application is for a wastewater system with a design flow of
765 gallons/day (domestic waste) for an existing daycare facility located in Henderson, North
Carolina. The proposed system will replace an existing un-permittable sub-surface system that
serves the property. The current system is located off of the property. The project is located in
Vance County, North Carolina. The site has been deemed unsuitable for ground absorption
sewage treatment systems by the Granville-Vance District Health Department due to unsuitable
soil characteristics, unsuitable wetness conditions, unsuitable soil depth, and insufficient space
for a primary and repair area.
This application is being submitted with the intent to have coverage under the NCG550000
General Discharge Permit.
The following information is included with this letter:
Notice of Intent(NCG550000). Attachment A.
$60 check payable to North Carolina DENR.
Letter from Granville-Vance District Health Department. Attachment B.
Letter requesting coverage under the General Discharge Permit. Attachment C.
Letter requesting an Authorization to Construct. Attachment D.
Soils Evaluation report by Chris McGee of AWT, Inc. Attachment E.
Correspondence from USGS. Attachment F.
Flow Path to"Blue Line" Water Feature.Attachment G.
Information on Connecting to Regional Sewer. Attachment H.
Engineering Alternatives Analysis (EAA).Attachment I.
Local Government Review Forms. Attachment J.
Plans and Specifications for the proposed system. Attachment K
� J

The proposed discharge point is in an existing pond located on the adjacent property to the north
that discharges north into an existing tributary of Indian Creek. A drainage easement will be
required for the adjacent property to the north of the subject property as is included in
Attachment G. The discharge system will utilize the following components:
Septic Tank with Effluent Filter
- Recirculation Tank
AdvanTex®Treatment Pods(2 Pods)
UV Disinfection
- Discharge Pump and Pump Vault
Pumped Discharge Line
Discharge Point with Rip-Rap
Flow Path to"Blue Line"Water Feature
The proposed discharge point is in an existing pond located on the adjacent property to the north
that discharges north into an existing tributary of Indian Creek. A drainage easement will be
required for the adjacent property to the north of the subject property as is included in
Attachment G. The drainage easement and a map showing the path from the proposed discharge
point to the first "blue-line" feature, as shown on the Chatham County GIS data, can be seen in
Attachment G.
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. Mr. Andrew Perkinson,
City of Henderson Public Works Director, was contacted to determine if the property is within
the City's coverage area. As of the date of this submission, a response has not been received in
regard to the location of sewer in the vicinity of the property. The closest current sewer is
assumed to be at least 4,000 linear ft. from the property, and it is assumed that there are no
immediate plans for a sewer extension to the area at this time (Attachment H). For reference, if
an installation cost of $100/ft of installed sewer line was assumed, the cost to connect this
property to the sewer line would be approximately$400,000. 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 owner.

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.
Mr. Chris Hedrick of the Granville-Vance District Health Department indicated that the site is
unsuitable for installation of a ground absorption septic system in a letter dated February 4,2022.
The denial indicated that a repair permit cannot be issued due to unsuitable soil characteristics,
unsuitable soil wetness conditions,unsuitable soil depth, and insufficient space (Attachment B).
Investigate Land Application such as spray irrigation or drip irrigation.
Per the soil evaluation by Chris McGee of Agri-Waste Technology, Inc. the site does not have
suitable soil characteristics to accommodate a non-discharge surface spray or drip wastewater
system.
7Q10 Flow Estimate
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 point is in an existing pond located on the adjacent property to the north that
discharges north into an existing tributary of Indian Creek. 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 I. 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
- No suitable soil for a subsurface absorption system.
- Not feasible due to costs.
c.) wastewater irrigation (drip and spray)
- Unsuitable soil and insufficient space for a non-discharge ground
absorption system.
- Not feasible due to costs.
d.) reclaimed-water systems
- No suitable soil for a reclaimed water system. 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.
I i

r
Local Government Review Forms
As part of the EAA,Local Government Review Forms were sent to Vance County and the City
of Henderson. To date,the completed forms have not been received. A copy of the submittal is
included as Attachment J.
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,
IL°44 —
Scott P. Jones, P.E.
Sr. Project Engineer

Attachment List
Attachment A Notice of Intent(NCG550000)
Attachment B Documentation from Granville-Vance District Health Department
Attachment C Letter Requesting Coverage Under the General Discharge 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 1) Flow Path to "Blue Line" Water Feature
2) Drainage Easement
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

Attachment A
Notice of Intent(NCG550000)

National Pollutant Discharge Elimination System FOR AGENCY USE ONLY
(NPDES) Date Received
Division of Water Resources
Application for SURFACE DISCHARGE Year Month Day
Environmental Certificate of Coverage (COC) Under oRoaa Og p/
Quality
General Permit NCG550000 Certificate of Coverage(COC)
For Single-Family Residences and Similar Discharges NCG 5 5 I "1 8
100%-domestic wastewater-<1,000 gallons per day Check# Amount
Assigned to:
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 navigate form)
1. Regional Office Contact: Please contact your DWR Regional Office before submitting this
application. If you have not met with your appropriate DWR Regional Office Representative,the
application will be returned.
Please list the DWR Regional Office representative(s)with whom you have discussed this
ro. tD
Name(s): Jane Bernard Date: 5/2/2022 RECE
AUG 012022
2. Owner's Contact Information:
Applicant Type: ❑ Individual ® Corporation ❑ Partnership NCDEQIDWRINPDES
Owner Name and Title: Turning Point Community Development Corporation c/o Chalis Henderson
Street Address: PO Box 2656
City: Henderson State: NC Zip:27536
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: 2495 US 1/158 Hwy N
City: Henderson State: NC Zip: 27536
County: Vance
Telephone#: Cell/Mobile#: [phone]
Website: https://www.turningpointcdc.org
4. Site-Location Narrative:
Please describe how to get to the facility from the nearest town,major highway or identifiable roadway
intersection(use street names, state road numbers,and/or distances and directions).
From Raleigh,take US-1 N/Capital Blvd for 45 miles.Take exit 154 for Warrenton Road in Henderson.
Turn left onto Warrenton Road. In 1 mile turn right onto US-158 E.Destination will be on the left in 0.1
mile.
Page 1 of 6 Revised:A. Orlando NPDES 21 Sept2017

Application for Certificate of Coverage(COC) and/or Authorization to Construct (ATC)
under General-Permit NCG550000
5. Describe the nature of the project. ["New"means has not yet been physically constructed,"existing"
means system already physically exists. Please see 15A NCAC 02H.0103(11) for further clarification].
❑ Installation of a New Wastewater Treatment System(Ifyes, skip to Number 9.)
❑ Expansion of an Existing Wastewater Treatment System(for example,adding bedrooms) (Ifyes,
skip to Number 9.)
® Replacement of an Existing Wastewater Treatment System(Ifyes,go to Number 6.)
6. Describe the Existing Wastewater Treatment System:
® Conventional Septic Tank/Leach-field—Discharge to Sub-Surface Soils. If previously permitted,
please attach a copy of the permit or enter the permit number
If you are not aware of an existing permit,check here.
❑ 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)J. 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.
7. Check all EXISTING wastewater treatment components:
® Septic tank ❑ Dosing tank LJ UV disinfection
❑ Primary sand filter ❑ Secondary sand filter ❑ Recirculating sand filter(s)
❑Chlorination ❑ Dechlorination ❑ Other components:
❑ Self-Contained POD system [describe]
®Leach Field
❑ Post Aeration(specify type)
8. Provide Details of Single-Family Residence(SFR)or Similar Facility:
a) Type of facility:
❑Residential ®Commercial
❑Other
b) Amount of wastewater discharged:
- Residential:Number of bedrooms _x 120 gallons per bedroom= _gallons per
day(flow)
Commercial: 765 gallons per day Child Daycare Facility
c) Is your existing treatment system failing?Yes ❑ No ® (Drainfield is off-site and
unpermittable
Page 2 of 6 Revised:A. Orlando NPDES 21 Sept2017

Application for Certificate of Coverage(COC)and/or Authorization to Construct (ATC)
under General-Permit NCG550000
d) Has the Health Department formally condemned your existing system
"unsuitable for repair?" Yes ® No ❑
If yes,please name the Health Department[local,county,or state],and provide the site-
inspection date[attach Health Department's judgement letter,if available]:Granville-Vance
District Health Department. 2/4/2022
If previously permitted[local,county,or state],provide permit number and date issued [attach
copy,if available]: N/A
9. Check all PROPOSED new system components
® Septic tank ® Dosing tank ® UV disinfection:
❑Primary sand filter ❑ Secondary sand filter ® Recirculating sand filter(s)
❑Chlorination ❑Dechlorination ® Other components: Discharge Pump
❑ Self-Contained POD system [describe]
Post Aeration(speck type) Riprap at discharge
❑ 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? Li Yes ® No
Provide details of the Proposed NEW Discharge [Flow and Source Water]:
®Check if same as 6.
Existing:Amount of wastewater currently discharged: 765 gallons per day to be permitted
(design flow)
Expanding: Amount of wastewater proposed to be discharged:Number of bedrooms x
120 gallons per bedroom= gallons per day to be permitted(design flow
10. Evaluate Alternatives to Discharge to Waters of the State.Please address the feasibility of
discharge alternatives as instructed in the NCDEQ Engineering Alternatives Analysis(EAA)
Guidance Document found here. (Note:Evaluation for endangered species is not required)
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.
Page 3 of 6 Revised:A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage(COC)and/or Authorization to Construct(ATC)
under General-Permit NCG550000
b) Land Application—Assess the land application disposal alternatives such as spray
irrigation,drip irrigation,individual/community onsite subsurface systems,and/or
innovative ground-absorption. Questions to consider:
(1) Are on-site soils suitable for land application? Yes ❑ No
(2) Is there sufficient area on-site? Yes ❑ No
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).
e) Cost of Alternatives—Provide an estimation of the cost of each discharge
alternative or combination of alternatives.
11. Provide Regional Information: Please provide the following information.If you need assistance in
obtaining this information,please contact your local DEO regional office.
a) Stream Classification-Verify the stream classification for the nearest downgradient named
waterbody. The NC Surface Water Classification map can be found by clicking here.
C(Stream Index 23-8-4-(1))
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.No.
c) Map-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 waters-of-the-State).
Provided
f) 7010/3002 Estimate-Contact USGS J. Curtis Weaver(919-571-4043)to provide the estimated
7Q10 and 30Q2 stream-flow estimates for the first downstream point-of-contact with waters-of-
the-State. Provided
Page 4 of 6 Revised:A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage(COC)and/or Authorization to Construct(ATC) i
under General-Permit NC(:550000
11. Certificates of Coverage/Notices of Intent to t)ischarge/.Authorisations to Construct-Check ALL of
the following information has been provided. IncompleteA ppIi..uaons will he returned
® An original letter[two(2)copies)requesting coverage under NCC1550000
® This application[two(2)copies). Your signature on this application,certifies that you arc Icgally
toMd2.IS for the proposed treatment system(see page 6 of 6)for the C OC/NOI/ATC.
0 A check or money order for S60.00 permit fee made payable to NCDEQ.
12. Additional Application Requirements
ive
resent treatment
nents
a) N��wintion of the treatmentt fall ncludi g antis-erosion to structure, and sample-port location(s).
in order of now-influent to ou f
North
b) Final Plant and SKc--twain for a waf r if treatment
by others,must conform to al SA NCAC
Carolina-registered Professional Engineer. preparedd
02H .0139. All documents are to be stamped "Final Desi r it - l and tot
l rill a tit propsdonstruct path to
Submittal shall include a site map showing the proposed
surface waters-of-the-State. (sec Item I for location verification hr DIIR Regional Office.staff)
c) Submittals b •a Consulting E z i
inerr or En
n nccrinmi 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'a a'.completed in accord
with the I)WR approved COC.ATC,as issued
CERTIFICATION
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true,complete. and accurate
Printed Name of Person Signing: ('halm Henderson
Title Exec:wo :Director
({'lease re%ie% I S\N ' for definition of authonred signing officials)
ri
3-#‘J2L-
- : - '' 446,911./LeIV -2 /--/'7-01-0 o'D--
(Signature of Applicant)
(Date Signed)
Page 5 of 6 Revue.' A Orlando A'PDES 2l$ t.•0l7
lir

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 6 143-215.6B provides that:
Any person who knowingly makes any false statement representation,or certification in any application,record,
report,plan,or other document filed or required to be maintained under this Article or a rule implementing this
Article; or who knowingly makes a false statement of a material fact in a rulemaking proceeding or contested
case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate any recording or
monitoring device or method required to be operated or maintained under this Article or rules of the
Commission implementing this Article,shall be guilty of a Class 2 misdemeanor which may include a fine not
to exceed ten thousand dollars ($10,000). 18 U.S.C. Section 1001 provides a punishment by a fine or
imprisonment not more than 5 years,or both,for a similar offense.
Application must be accompanied by a check or money order for$60.00
made payable to:
NCDEQ
Mail this application and one copy of the entire package (with check) to:
NCDEQ/DWR/NPDES
Attention: John Hennessy, Supervisor
Compliance and Expedited Permitting Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Attn: John Hennessy
Note: Submission of this document insures DWR's consideration, but does not
guarantee issuance of a Certificate of Coverage/Authorization to Construct.
Page 6 of 6 Revised:A. Orlando NPDES 21Sept2017

Attachment B
Documentation from Granville-Vance District Health Department

Ail F 444 S1.
"� Granville-Vance District Health Department/1,/ ` • •f
< firlA 11
�Vo >>4 6 Lisa Macon Harrison,MPH,Health Director • :, �>
Att4N Post Office Box 367
Oxford,North Carolina 27565
Granville Comfy Health Dept Yaau County Health Dept.
101 Hmt Drive
Oxford,NC 27565 115 Charles Rollins Road
Henderson,NC 27536
Phone:[phone] Phone:[phone]
Fax:[phone] Fax:[phone]
February 4, 2022
Re: Application for improvement permit for Turning Point CDC - property site
Health Department file map number 368883
Dear Chalis Henderson:
The Granville— Vance District Health Department, Environmental Health Division on February 2, 2022
evaluated the above referenced property at the site designated on the plat/site plan that accompanied
your improvement permit application. According to your application the site is to serve a a child care
facility with a design wastewater flow of 765 gallons per day. The evaluation was done in accordance
with the laws and rules governing wastewater systems in North Carolina General Statute 130A-333
including related statutes and Title 15A, Subchapter 18A, of the North Carolina Administrative Code,
Rule .1900 and related rules.
Based on the criteria set out in Title 15A, Subchapter 18A, of the North Carolina Administrative Code,
Rule .1940 through .1948, the evaluation indicated that the site is UNSUITABLE for a sanitary system
of sewage treatment and disposal. Therefore, we must deny your request for an improvement permit. A
copy of the site evaluation is enclosed. The site is unsuitable based on the following:
Unsuitable soil topography and/or landscape position (Rule .1940)
X Unsuitable soil characteristics(structure or clay mineralogy) (Rule .1941)
X Unsuitable soil wetness condition (Rule .1942)
X Unsuitable soil depth (Rule .1943)
Presence of restrictive horizon (Rule .1944)
X Insufficient space for septic system and repair area(Rule .1945)
Unsuitable for meeting required setbacks(Rule .1950)
Other(Rule .1946)
These severe soil or site limitations could cause premature system failure, leading to the discharge of
untreated sewage on the ground surface, into surface waters, directly to ground water or inside your
structure.
The site evaluation included consideration of possible site modifications, as well as use of modified,
innovative, or alternative systems. However, the Health Department has determined that none of the

above options will overcome the severe conditions on this site. A possible option might be a system
designed to dispose of sewage to another area of suitable soil or off-site to additional property.
For the reasons set out above, the property is currently classified UNSUITABLE, and no improvement
permit shall be issued for this site in accordance with Rule .1948(c).
Note that a site classified as UNSUITABLE may be classified as PROVISIONALLY SUITABLE if
written documentation is provided that meets the requirements of Rule .1948(d). A copy of this rule is
enclosed. You may hire a consultant to assist you if you wish to try to develop a plan under which your
site could be reclassified as PROVISIONALLY SUITABLE.
You have a right to an informal review of this decision. You may request an informal review by the soil
scientist or environmental health supervisor at the local health department. You may also request an
informal review by the North Carolina Department of Health and Human Services regional soil scientist.
A request for informal review must be made in writing to the local health department.
You also have a right to a formal appeal of this decision. To pursue a formal appeal, you must Tile a
petition for a contested case hearing with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. To get a copy of a petition form, you may write the Office of
Administrative Hearings or call the office at [phone] or download it from the OAH web site at
http://www.ncoah.com/f'orms.html. The petition for a contested case hearing must be filed in
accordance with the provision of North Carolina General Statutes 130A-24 and 150B-23 and all other
applicable provisions of Chapter 150B. N.C. General Statute 130A-335 (g) provides that your hearing
would be held in the county where your property is located.
Please note: If you wish to pursue a formal appeal, you must file the petition form with the Office of
Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER. The date of this
letter is February 4,2022. Meeting the 30 day deadline is critical to your formal appeal.
If you file a petition for a contested case hearing with the Office of Administrative Hearings, you are
required by law (N.C. General Statute 150B-23) to serve a copy of your petition on the Office of
General Counsel, N.C. Department of Health and Human Services, 2001 Mail Service Center, Raleigh,
N.C. 27699-2001.
Do not serve the petition on your local health department. Sending a copy of your petition to the local
health department will not satisfy the legal requirement in N.C. General Statute 150E-23 that you send a
copy to the Office of General Counsel,N. C. Department of Health and Human Services.
You may call or write the local health department if you need any additional information or assistance.
Sincerely,
(IL
Chris Hedrick
Signature of Granville-Vance District Health Department
Registered Environmental Health Specialist
Enclosures: (Copy of Rule .1948)
Re 9-24-I4

•
History Note: Authority G.S. 130A-335(e),
Eff July 1, 1982;
' Amended Eff.January I, 1990.
•
ISA NCAC 18A.1947 DETERMINATION OF OVERALL SITE SUITABILITY
sewage ", All of the criteria in Rules.1940 through.1946 of this Section shall be determined to be SUITABLE,PROVISIONALLY
rice rate '' SUITABLE,or UNSUITABLE,as indicated. If all criteria are classified the same,that classification will prevail. Where
there is a variation in classification of the several criteria,the most limiting uncorrectable characteristics shall be used to
is Rule. determine the overall site classification.
on of a
vement Note: Authority G.S. 130A-335(e);
and the Eff.July 1, 1982;
Amended Eff.January 1, 1990.
982,or 1?
tule, as 15ANCAC 18A.1948 SITE CLASSIFICATION
(a)Sites classified as SUITABLE may be utilized for a ground absorption sewage treatment and disposal system consistent
•
with these Rules. A suitable classification generally indicates soil and site conditions favorable for the operation of a ground
absorption sewage treatment and disposal system or have slight limitations that are readily overcome by proper design and
eets the installation.
nt on or (b)Sites classified as PROVISIONALLY SUITABLE may be utilized for a ground absorption sewage treatment and disposal
system consistent with these Rules but have moderate limitations. Sites classified Provisionally Suitable require some
(b),the modifications and careful planning,design,and installation in order for a ground absorption sewage treatment and disposal
system to function satisfactorily.
(c) Sites classified UNSUITABLE have severe limitations for the installation and use of a properly functioning ground
absorption sewage treatment and disposal system. An improvement permit shall not be issued for a site which is classified as
UNSUITABLE. However,where a site is UNSUITABLE,it may be reclassified PROVISIONALLY SUITABLE if a special
investigation indicates that a modified or alternative system can be installed in accordance with Rules.1956 or.1957 of this
Section.
(d) A site classified as UNSUITABLE may be used for a ground absorption sewage treatment and disposal system
r specifically identified in Rules .1955, .1956, or .1957 of this Section or a system approved under Rule .1969 if written
documentation,including engineering,hydrogeologic,geologic or soil studies,indicates to the local health department that the
ociples, proposed system can be expected to function satisfactorily. Such sites shall be reclassified as PROVISIONALLY
SUITABLE if the local health department determines that the substantiating data indicate that:
a larger (1) a ground absorption system can be installed so that the effluent will be non-pathogenic,non-infectious,
non-toxic,and non-hazardous;
:ifically (2) the effluent will not contaminate groundwater or surface water;and
id Rule =. (3) the effluent will not be exposed on the ground surface or be discharged to surface waters where it could
come in contact with people,animals,or vectors.
to serve The State shall review the substantiating data if requested by the local health department.
•
.9(a)or ;' History Note: Authority G.S. 130A-335(e);
in 1500 Elf July 1, 1982;
e water Amended Eff.April 1, 1993;January 1, 1990.
w away
depths
gs,and
shall be ' I5A NCAC 18A.1949 SEWAGE FLOW RATES FOR DESIGN UNITS
path the (a) In determining the volume of sewage from dwelling units,the flow rate shall be 120 gallons per day per bedroom. The
rmined ' minimum volume of sewage from each dwelling unit shall be 240 gallons per day and each additional bedroom above two
in field. : bedrooms shall increase the volume of sewage by 120 gallons per day. In determining the number of bedrooms in a dwelling
unit,each bedroom and any other room or addition that can reasonably be expected to function as a bedroom shall be
19

Attachment C
Letter Requesting Coverage Under the General Permit

Engineers and Soil Scientists
Agri-Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex. North Carolina 27502
919-859-0669
www.agriwaste.com July 27,2022
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—Turning Point CDC
2495 US 1/158 Hwy N, Henderson,NC 27536
Dear Mr. Weaver;
Please consider this letter as a request for a Certificate of Coverage under the General Discharge
Permit for a Multi-Phase Filter System. The proposed discharge system is for an existing daycare
facility(domestic waste) located in Vance County,North Carolina. The proposed system is to be
sized for a daily wastewater flow of 765 gallons/day. The facility is located at 2495 US 1/158
Hwy N, Henderson,NC.
Thank you for your assistance in this matter.
Sincerely;
Scott P. Jones, P.E.
Sr. Project Engineer

Attachment D
Letter requesting Authorization to Construct

Engineers and Soil Scientists
Agri-Waste Technology, Inc.
501 N. Salem Street. Suite 203
Apex. North Carolina 27502
919-859-0669
www.agriwaste.com Jul 27, 2022
Mr. Charles Weaver
NPDES Permitting Program
Division of Water Quality
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
RE: Letter Requesting Authorization to Construct—Turning Point CDC
2495 US 1/158 HwyN, Henderson,
e derson,NC 27536
Dear Mr. Weaver;
Please consider this letter as a request for an Authorization to Construct a Multi-Phase Filter
System. The proposed discharge system is for an existing daycare facility (domestic waste)
located in Vance County, North Carolina. The proposed system is to be sized for a daily
wastewater flow of 765 gallons/day. The facility is located at 2495 US 1/158 Hwy N,
Henderson,NC.
Thank you for your assistance in this matter.
Sincerely;
Scott P. Jones, P.E.
Sr. Project Engineer

Attachment E
AWT Soil Evaluation Report

ti\\ 00)SOIL se
�Fti
vsrnw�o:�;,4 •
G�_ d
Engineers and Soil Scientistsitt• ':0
`'
�, �
Agri-Waste Technology, Inc. -
do
r �, ;
501 North Salem Street,Suite 203 ,Apex,NC 27502 >$ E
919-859-0669 vF 1324, e
www.agriwaste.comCitiVOR114Cam°_
Soils & Site Evaluation Report — On-site Wastewater Systems
2495 US 1-158 Hwy,Henderson,NC 27537(Vance County)
PREPARED FOR: Chalis Henderson, Oasis of Hope Ministries
PREPARED BY: Christopher McGee, LSS, Senior Soil Scientist
Heath Clapp, Environmental Scientist
DATE: June 22, 2020
Agri-Waste Technology, Inc. (AWT)was contracted by Oasis of Hope Ministries to perform
a soil & site evaluation for an existing church facility located at 2495 US 1-158 Hwy in
Henderson,NC. The original use of the building/facility is unknown. Included in AWT's scope
of work was to locate, inspect, and size the existing system,through an evaluation of the
surrounding soils and specifications of the existing system. The existing church is served by a
conventional gravity septic system. The following report and attachments summarize the
findings of the evaluation performed by Gary Morehouse and Heath Clapp on June 2, 2020.
The site is approximately 3 acres. A copy of the existing plat for the site is included in
Attachment 1 to this rep
ort. Through the use of a locator camera, excavation, and probing the
existing tank and drainfield area was determined. A gravel drainfield trench is installed within
the grass field/yard area located north of the building, and extends off of the property. It is
suspected that the majority of the trench is located off the property. The location of any existing
repair area for the system is unknown and likely does not exist. AWT did not confirm the size of
the existing system (gallons per day),as the system ran off of the property, and could not be
tracked. No permitting history was located for the property. The inside dimensions of the septic
tank were measured to be 66"deep x 98" long x 43"wide,which equates to approximately a
1,200-gallon septic tank. The septic tank serving this system is beginning to collapse.
The remainder of the property was evaluated in order to determine the feasibility of
establishing a new onsite wastewater system for the building. There were multiple areas of
disturbed soil throughout the site, particularly two large concrete pads. Several areas of
construction activities were noted throughout the properties. In general, any areas that contain
structures or disturbed soils areas cannot be used for new septic systems.
The majority of the property is slightly sloping. A drainage (wet)area was on the property.
There is an open area to the east of the existing church, met with a stand of trees that has the

drainage feature within it. On the other side of the tree line is another open area. The majority
of these areas are disturbed and not suitable for an on-site wastewater system. The southern and
central portions of the property contain several unsuitable areas such as disturbed areas with
concrete pads overtop of them. All areas were thoroughly traversed by AWT. All items
requiring setbacks and which cannot be utilized were mapped during the evaluation.
Findings
Soils on the parcels are mapped Appling-Urban land complex, and Durham series in the Soil
Survey issued by the Natural Resources Conservation Service. This mix of soils can contain
both suitable and unsuitable features for conventional type septic systems. Variability of usable
soil depths can be expected with this complex of soils,with Appling-Urban land complex being
the most limiting. Since the natural conditions have been heavily disturbed,the old soil maps are
no longer relevant or accurate. Eight borings were advanced by AWT during the evaluation. No
borings were found to have suitable soil depths for any conventional or alternative subsurface
septic systems. Borings contained shallow soils with fill material in places. The primary
limiting factors were shallow depth to wetness conditions and disturbance/fill. There were no
usable soil areas found on the site for subsurface wastewater(septic) systems. Soil borings were
flagged in the field and their locations/depths are noted on the attached evaluation map.
Conclusions
Based on the site findings, there do not appear to be sufficient suitable soils for a subsurface
on-site wastewater(septic) system on the property. Remaining options may include, but cannot
be guaranteed as permittable at this time:
1) A"best professional judgement" system as a replacement/repair alternative,which can
only be permitted by the Granville-Vance Environmental Health Department.
2) A surface irrigation (non-discharge)wastewater system, which will likely require a large
amount of imported fill soil, permitted through the NC Department of Environmental
Quality
3) A surface discharge wastewater system, which will require an additional engineering
study,which is also permitted through the NC Department of Environmental Quality.
The current system serving the existing facility is non-compliant, as the drainfield extends off
of the property, and the septic tank is beginning to collapse. The Granville-Vance
Environmental Health Department should be contacted regarding this issue.
We appreciate the opportunity to assist you. Please contact us with any questions, concerns,
or comments upon review of this package.
Sincerely,
duitia/„.
Christopher McGee, LSS
Summary of Attachments
Attachment 1: Existing Recorded Plat
Attachment 2: AWT Evaluation Map
2

N.C. Grld North per GPS MAD B3 •
SATTERWHITE POINT ROAD I,
A
y
. ' SITE+/- S'.
II i
I REVIEW OFFICER'S CERTIFICATION g,)SINESS
'' �/�m S.�LA,T�E d NORTH CMOUNA COUNTY of Vance a U.S.at a a15B 1
/ , TLu Lai MYnsW OFFICER FOR ",_O At, S.R. 1OO
ERIRY T THE MAP OR%AT TO WHICH THIS CERTRXATION QM10N RDAO
ES AFD ALL STATUTORY REWIREMENTS FOR REDMONG.
R Dote 1•f q VICINITY MAP-NOT TO SCALE
,is Ip
FTJeJ
N S6 BS.S
?7.
?3'E, RIP ,I,0 MED Am� ,2019 B4O3 pm
es. George E. 8 Jane C. Northern .<' BOOKPA KE SSO�
?7. D.B.606 Pg.117 % 11078
/ INSTRIAENT it CMS
Og / /w / F RECORDP€10. GISE CR OF TY NC
/ / TEAL,REGISTER OF DEEDS
P 8 D Reel Estate Group. LLC elr // 1 r cn/
D.B.12fi3 Pg.79 m I N eS / p0 / L"I l
P.B."0"P9.41 z2 �•. /,,.~ , I I SYMBOLS :
412 4Z approx. location / pA -h+
a 33�0 of existing building / ,e // I A cif EIP(R) EXISTING IRON PIPE(ROD)
/PRIP /Le o / I VI V), NIP NEW IRON PIPE(1/2")
(V, N 25'22'00"E / ze;�e // (- _ - R,H (N)(E)PK NEW OR EXISTING PK NAIL
'`\// 11•e7'I ' N95° 74.40'(tie) //o`°% / ) NL(ENL) NAIL(EXISTING NAIL)
3a• /ems / / P L PROPERTY LINE
se
3.03 tote I re.pon h i ned acres I` ?S2-' - Q _ — / ECPS EX.COTTON SPINDLE SPIKE
/'' CM CONCRETE MONUMENT
—
�� ERRS EXISTING RAILROAD SPIKE
I (chord) npk,/�_� BEIP(R) BENT IRON PIPE OR ROD '
I chord) I chard) 229.12 R W RIGHT OF WAY
tf* _ I e; 19E1.79' eIP N 49'01'17"E — -1-
1 R POWER POLE
eiP_ 198.27' P - S 21'12'S0"W 191.60'(tie)
- I d.erd)I totel) 39,00 _ --E-- ELECTRIC POWER LINE
5 56°46'14'H 625.03'
LP AREA LIGHT ON A POLE
U.S. pl a 0158 BUSINESS _ _ _ — B.S.L. BUILDING SETBACK LINEeeell
tS4I R.N _ _ — STATER LINE /y/J,
ECM EXISTING CONCRETE MONUMENT
REFERENCES: MIS MS A ROW.=MY OWL,
I.C.EUGENE BOBBITT.III.PROFESSIONAL LAND SURVEYOR.HEREBY CERTIFY THAT O.B.1355 Pg.1051 100 0 100 200 300
THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY.SUCH AS THE RECOMBINATION D.B.134E1 Pg.691 I I I I I I I I I I I I 1 1
OF EXISTING PARCELS.A COURT-0 URVEY OR OTHER EXCEPTION TO THE P.B."T"Pg.151 GRAPHIC SCALE - FEET
DEFINITION OF SUED 19N; PIN 03001013
PIN 03001014
PIN 03001015
see
ed
by
also Hassunree
dated
2-survey-99 BOBBITT SURVEYING, P.A.
John L. Heeae tleted 02-10-1992
NOTES : I.C.EUGENE BOBBITT,III,PLS..L-2664.CERTIFY THAT THIS PLAT WAS CERTIFICATE No.-C-595
ONLY THE NOTES MARKED WITH AN(•)APPLY TO THIS PLAT, DRAWN UNDER MY SUPERWSION FROM AN ACTUAL SURVEY MADE UNDER P.O.BOX 952/443 DABNEY DRIVE,HENDERSON,N.C.,27538
MID THE SUBJECT PROPERTY SHOWN. MY SUPERNISK)N,RECORDED IN DEED BOOK me.PAGE ref.ETC.: (Office) 252-438-5182 (Fax) 252-438-7494
( )I.)TO THE BEST OF MY KNOWLEDGE THE SUBJECT PROPERTY IS NOT THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INOICA1ED AS DRAWN
FROM INFORMATION FOUND IN BOOK me.PAGE ref;THAT THE RATIO
LOCATED WITHIN 200D FEET OF A STATE GRID STATION. OF PRECISION AS CALCULATED IS 1:10.000+;THAT THIS PLAT WAS
DO 2.)THE COORDINATE METHOD WAS USED TO COMPUTE THE AREA(S)SHOWN. PREPARED IN ACCORONANCE WITH G.S.47-30 AS AMENDED. recombination survey for
( )3.)THERE IS A NEW 1/2"IRON PIPE ON ALL PROPERTY CORNERS THAT WITNESS MY ORIGINAL SI TURE,REGISTRATION NUMBER MID SOUL '
asis of Hope Ministries,
ARE NOT LABELLED,UNLESS OTHERWISE NOTED,SEE SYMBOL LEGEND. (Y•A, THIS 114E 08 DAY OF 2019 r
DE)4.)THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A TIRE REPORT AND DOES `' ' � o 1 Henderson, N C
NOT NECESSARILY INDICATE Al ENCUMBRANCES ON THE PROPERTY. IEs`".AGi�.
(J6)5.)THIS PLAT IS SUBJECT TO ALL EASEMENTS,AGREEMENTS.AND Alt.. //l�� Henderson Township
RIGHTS-of-WAY OF RECORD PRIOR TO DATE OF THIS PLAT. {
( )6.)SUBJECT PROPERTY SHOWN IS LOCATED WITHIN 2000 FEET OF A •.!Y ,�,ppT�� C.EUGENE BOBBER,III,P.L.S. Vance County, North Carolina
STATE GRID STATION,BUT DUE TO THE LACK OF DESCRIPTNE, -'•,t1 V''Y�SURM;:'•y
MID PHYSICAL EVIDENCE.GRID STATION(S)COULD NOT BE LOCATED. P . b"�.`'` Scale 1"= 100 feet May OS, 2019
'',,re BO-o LICENSE NUMBER-L-2664
(4t)7.)ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES,IN U.S.FEET. 'rI I„„
Plat File 19 V 09 L ern.iaz NaH6

Attachment 2: AWT Evaluation Map

TG S FARM
it
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0 58 6 DITCH \ \\ o Se I \ BUILDING
\ PARKING
\ \\ LOT
\ oSe3 \
\\ 'a \
o Se \
\
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\ \
\ o SD 2 \
o SB 6 \ \
\ \
\ CONCRETE
\ PAD
\
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0 75 150
I I I I 1 I I Feet
SCALED FOR 8.5"X11"SHEET
SHEET TITLE GENERAL NOTES
Soils Map I)BDUNDARY INFORMATION TAKEN AW I•
FROM SURVEY PLAT MAP 'Z' PAGE
Owner Information: Property Information: 78 PERFORMED BY BDBBITT
PROJECT CONTACT: 2495 US Hwy1-158 Business SURVEYING, P.A. AS FILED WITH
H.Clapp 919-629-6404 Oasis of Hope Ministries VANCE COUNTY REGISTER OF DEEDS. Engineers and Soil Scientists
DRAWN BY: CREATED ON: C/O Chalis Henderson Henderson, NC 27536
K,Green 6/2/2020 P.O. BOX 2656 Vance Co PIN 0030 01015 2)LDCATIDN OF SEPTIC COMPONENTS Agri-Waste Technology,Inc.
REVISED BY: REVISED ON: Henderson, NC 27536 (EXISTING AND PROPOSED) TAKEN 501 N.Salem Street,Suite 203
FROM ENGINEERS SURVEY. Apex,North Carolina 27502
SHEET NAME: 919-859-0669
SJ jvl.I-1 3)DRAWING DOES NOT REPRESENT A
SURVEY PRODUCT. www.agriwaste.com

Attachment F
- Correspondence from USGS
- Stream Classification

Fw: USGS response to DWR USGS Low Flows request # 2022-203 (dated
2022/07/08) for UT Indian Creek Vance County...RE: [EXTERNAL] Low-
flow request approval
Julie Davidson <[e-mail]>
Tue 7/19/2022 4:04 PM
To: Scott Jones <[e-mail]>
You needed Turning Point; correct? See below.
Agriwaste Technology, Inc. (AWT)
Julie Davidson
Sr. GIS Analyst
501 N. Salem St. #203
Apex NC 27502
www.agriwaste.com
Office Direct: 919.367.6315
Cell/Text: 919.971.2326
From: Weaver, John C <[e-mail]>
Sent: Tuesday, July 19, 2022 3:48 PM
To: Julie Davidson <[e-mail]>
Cc: [e-mail] <[e-mail]>; Montebello, Michael J
<[e-mail]>; Dowden, Doug <[e-mail]>; DWR
USGS Low Flows <[e-mail]>; Litzenberger, Kristin S
<[e-mail]>; Denard, Derek <[e-mail]>; Albertin,
Klaus P <[e-mail]>; Weaver, John C <[e-mail]>
Subject: USGS response to DWR USGS Low Flows request # 2022-203 (dated 2022/07/08) for
UT Indian Creek Vance County...RE: [EXTERNAL] Low-flow request approval
Ms. Davidson,
In response to your inquiry about the 7010 low-flow characteristic for an unnamed
tributary to Indian Creek adjacent Spring Valley Road (NC Secondary Road 1317) near
Henderson in central Vance County, the following information is provided:
A check of the low-flow files here at the USGS South Atlantic Water Science Center
(Raleigh office) does not indicate a previous low-flow determination for the point of

interest, identified by the lat/long coordinates (36.35215, -78.38234) provided via
email dated 07/08/2022 from the DWR USGS Low Flows portal following your
request submission.
No USGS discharge records are likewise known to exist for the point of interest.
In the absence of site-specific discharge records sufficient for a low-flow analysis,
estimates of low-flow characteristics at ungaged locations are determined by
assessing a range in the low-flow yields (expressed as flow per square mile drainage
area, or cfsm) at nearby sites where estimates have been determined.
A basin delineation completed using the online USGS StreamStats application for
North Carolina (https://streamstats.usgs.gov/ss/) indicates the drainage area for the
point of interest (StreamStats adjusted coordinates 36.35215, -78.38234 NAD83) is
0.0392 sqmi, which confirms the drainage area submitted as part of the request
information.
For streams in Vance County, low-flow characteristics published by the USGS are
provided in the following reports:
(1) The first is a statewide report completed in the early 1990's. It is USGS Water-
Supply Paper 2403, "Low-flow characteristics of streams in North Carolina (Giese
and Mason, 1993). An online version of the report is available at
http://pubs.usgs.gov/wsp/2403/report.pdf. The report provides the low-flow
characteristics (based on data through 1988) via regional relations and at-site values
for sites with drainage basins between 1 and 400 sqmi and not considered or known
to be affected by regulation and/or diversions.
(2) The second is a basin-wide report for the Roanoke River basin published in 1996.
It is USGS Water-Resources Investigations Report 96-4154, "Low-flow characteristics
and profiles for selected streams in the Roanoke River Basin, North Carolina"
(Weaver, 1996). An online version of the report is available through
http://pubs.er.usgs.gov/publication/wri964154. The report provides the low-flow
characteristics (based on data through 1994) for continuous-record gaging stations
and partial-record sites within the Roanoke basin. The report also provides low-flow
discharge profiles (7Q10, 30Q2, winter 7Q10, and 7Q2) for the reaches of Dan River
and Roanoke River in North Carolina as well as selected tributaries within the basin.
(3) The third is a basin-wide report for the Neuse River basin published in 1998. It is
USGS Water-Resources Investigations Report 98-4135, "Low-flow characteristics and
discharge profiles for selected streams in the Neuse River basin, North Carolina"
(Weaver, 1998). The report is available online at

http://pubs.usgs.gov/wri/1998/4135/report.pdf. This report provides low-flow
characteristics (based on data through 1996) for USGS continuous- and partial-record
sites in the Neuse River basin where sufficient data was available for analyses.
However; the report does not provide statistical relations for estimating low-flow
characteristics at ungaged locations.
(4) The fourth is a statewide report initially published in March 2015 but revised and
republished (as version 1.1) in March 2016. It is USGS Scientific Investigations Report
2015-5001, "Low-flow characteristics and flow-duration statistics for selected USGS
continuous-record streamgaging stations in North Carolina through 2012" (Weaver,
2016). The report is available online at http://pubs.usgs.gov/sir/2015/5001/. The
report provides updated low-flow characteristics and flow-duration statistics for 266
active (as of 2012 water year) and discontinued streamgages across the state where a
minimum of 10 climatic years discharge records were available for flow analyses.
Low-flow characteristics estimated for point of interest:
Visual inspection of the stream location on a topographical map suggests a very small
basin area upstream from the point of interest. As noted above, the drainage area
for the basin upstream from the point of interest is little less than 0.04 sqmi.
On pages 18-20 of the Roanoke basin-wide low-flow report (second reference above)
is information about the Occurrence of Zero or Minimal 7Q10 Discharge that is likely
to occur for a stream within the major basin, contingent on the size of the upstream
drainage basin. The discussion on page 20 in this section indicates that some of the
soils between eastern Person County and western Warren County have high clay
content and thus may be a primary factor in occurrence of zero 7Q10 discharges in
the central part of the study area [Roanoke River basin]:
"Estimates of zero or minimal 7Q I O discharges occur in two general sections of the
study area. Zero or minimal 7Q10 discharges occur at numerous sites between
eastern Caswell and western Warren County (plate 1) and are primarily the result of
soils having low infiltration rates. Much of the water that comes in contact with the
soils in this area enters the streams as overland runoff and does not infiltrate into the
surficial aquifers for later release during drought conditions. In eastern Caswell
County and western Person County, many soils are identified as having poor drainage
(fig. 68 ). Correspondingly, many of the sites in the lower half of the Country Line
Creek Basin in Caswell County, as well as those in the upper reaches of Hyco Creek
Basin, have estimates of zero or minimal 7Q10 discharge. Soils in much of the area
between eastern Person County and western Warren County, while identified as
moderately well drained, consist of those in the B/C infiltration group ( table 3)
which include soils having high clay content."

There is somewhat limited streamflow records for streams in Vance County, However,
inspection of the Roanoke basin-wide low-flow report (#2 above-referenced)
indicates the presence of two (2) nearby selected USGS partial-record sites (2) and
continuous-record streamgages (0) in the general vicinity of the point of interest
where low-flow characteristics were published. The published 7010 discharges for
both of these two nearby partial-record sites with drainage areas 2 sqmi (Sta.
02079259) and 6 sqmi (Sta. 02079264) are estimated at zero flow.
Consideration of the above information results in a conclusion the 7Q10 discharge
for the point of interest is zero flow.
Please understand the information provided in this message is based on a
preliminary assessment and considered provisional, subject to revision pending
further analyses.
This low-flow response is provided via the DWR USGS Low Flows cooperative
agreement between the USGS and the N.C. Department of Environmental Quality,
Division of Water Resources.
Hope this information is helpful.
Thank you.
Curtis Weaver
1. Curtis Weaver, Hydrologist, PE Email:[e-mail]
USGS South Atlantic Water Science Center Online: https://www.usgs.gov/centers/sa-water
North Carolina - South Carolina - Georgia
3916 Sunset Ridge Road
Raleigh, NC 27607
Phone: [phone] // Fax: [phone]
From: Albertin, Klaus P <[e-mail]>
Sent: Friday, July 8, 2022 11:06 AM
To: [e-mail]
Cc: Albertin, Klaus P <[e-mail]>; [e-mail]; Weaver,
John C <[e-mail]>; Montebello, Michael J <[e-mail]>;
Dowden, Doug <[e-mail]>; DWR USGS Low Flows

<[e-mail]>; Litzenberger, Kristin S <[e-mail]>
Subject: [EXTERNAL] Low-flow request approval
This email has been received from outside of DOI - Use caution before clicking on links, opening
attachments, or responding.
Your request has been approved and will be forwarded to USGS. A response from
USGS usually takes 7 - 10 business days.
Request Flow Statistic Approval
Request ID: 203
Requestor: Turning Point CDC
Requestor e-mail:[e-mail]
Requestor Phone: [phone]
Local Government:
Public Water Supply:
Consultant: AWT
Contact: Julie Daivdson
Reason: Permit
River/Stream: Unnamed Tributary to Indian Creek
Drainage Area (sq. mi.): 0.0392
Latitude: 36.35215
Longitude: -78.38234
Other Information:

Statististics: ["7Q101
Approved by: Dowden, Doug

7Q10 Flow Request Turning Point CDC
Region ID: NC
Workspace ID: NC20220707193343256000
Clicked Point (Latitude, Longitude): 36.3521 5, -78.38234
Time: 2022-07-07 1 5:34:05 -0400
C,,)C
Sr
Lake ad
cr.
.off
_.. alai
4
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ur . Gat�e�`
Request Point in pond that leads to unnamed tributary of Indian Creek
0 Collapse All

Basin Characteristics
Parameter Code Parameter Description Value Unit
DRNAREA Area that drains to a point on a stream 0.0392 square miles
Bankfull Statistics
Bankfull Statistics Parameters [Appalachian Highlands D Bieger 2015]
Parameter Code Parameter Name Value Units Min Limit Max Limit
DRNAREA Drainage Area 0.0392 square miles 0.07722 940.1535
Bankfull Statistics Parameters [Piedmont P Bieger 2015]
Parameter Code Parameter Name Value Units Min Limit Max Limit
DRNAREA Drainage Area 0.0392 square miles 0.289575 939.99906
Bankfull Statistics Parameters [USA Bieger 2015]
Parameter Code Parameter Name Value Units Min Limit Max Limit
DRNAREA Drainage Area 0.0392 square miles 0.07722 59927.7393
Bankfull Statistics Disclaimers [Appalachian Highlands D Bieger 20151
One or more of the parameters is outside the suggested range. Estimates were extrapolated with unknown errors.
Bankfull Statistics Flow Report [Appalachian Highlands D Bieger 2015]

Statistic Value Unit
Bieger_D_channel_width 3.96 ft
Bieger_D_channel_depth 0.442 ft
Bieger_D_channel_cross_sectional_area 1.76 ftA2
Bankfull Statistics Disclaimers [Piedmont P Bieger 2015]
One or more of the parameters is outside the suggested range. Estimates were extrapolated with unknown errors.
Bankfull Statistics Flow Report [Piedmont P Bieger 2015]
Statistic Value Unit
Bieger_P_channel_width 3.65 ft
Bieger_P_channel_depth 0.42 ft
Bieger_P_channel_cross_sectional_area 1.37 ft^2
Bankfull Statistics Disclaimers [USA Bieger 2015]
One or more of the parameters is outside the suggested range. Estimates were extrapolated with unknown errors.
Bankfull Statistics Flow Report [USA Bieger 2015]
Statistic Value Unit
Bieger_USA_channel_width 3.96 ft
Bieger_USA_channel_depth 0.605 ft
Bieger_USA_channel_cross_sectional_area 2.97 ft^2
Bankfull Statistics Flow Report [Area-Averaged]

Statistic Value Unit
Bieger_D_channel_width 3.96 ft
Bieger_D_channel_depth 0.442 ft
Bieger_D_channel_cross_sectional_area 1 .76 ftA2
Bieger_P_channel_width 3.65 ft
Bieger_P_channel_depth 0.42 ft
Bieger_P_channel_cross_sectional_area 1.37 ft^2
Bieger_USA_channel_width 3.96 ft
Bieger_USA_channel_depth 0.605 ft
Bieger_USA_channel_cross_sectional_area 2.97 ft^2
Bankfull Statistics Citations
Bieger, Katrin; Rathjens, Hendrik; Allen, Peter M.; and Arnold, Jeffrey G.,2015, Development and Evaluation of Bankfull
Hydraulic Geometry Relationships for the Physiographic Regions of the United States, Publications from USDA-ARS /
UNL Faculty, 17p. (https://digitalcommons.unl.edu/usdaarsfacpub/1515?
utm_source=digitalcommons.unl.edu°%2Fusdaarsfacpub%2F1515&utm_medium=PDF&utm_campaign=PDFCoverPages)
USGS Data Disclaimer: Unless otherwise stated,all data,metadata and related materials are considered to 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(USGS),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 trade,firm,or product names is for descriptive purposes only and does not imply endorsement by the U.S.Government.

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The maps prepared for this website are generated from recorded deeds,plats,and other public records.Users of these maps are hereby notified that the information
provided herein should be verified.Vance County assumes no legal responsibilities for any of the information contained on this site.Users are advised that the use of
any of this information is at their own risk.

DRAINAGE EASEMENT
Prepared By Turning Point Community Development Corporation
2495 US 1/158 Hwy N, Henderson,NC 27536
This DRAINAGE EASEMENT, made this the 2-1-day of 514(j ,2022 is
hereby given by WW PROPERTIES& RENTALS, LLC (Owner — 2.)35 US 1/158
Hwy N,Vance County Parcel Identifier 0211 02007), hereinafter referred to as
GRANTOR,and the parties hereto grant the following Drainage Easement to Turning
Point Community Development Corporation (Owner-2495 US 1/158 Hwy N,Vance
County Parcel Identifier 0030 01015), hereinafter referred to as GRANTEE;
WITNESSETH:
WHEREAS,the GRANTOR listed above own Parcel 2, Tract B; as shown on
that plat duly recorded in Plat Book Y at Page 566, Vance County Registry, State of
North Carolina;
NOW,THEREFORE, for good and valuable consideration, receipt and
sufficiency of which are hereby acknowledged, the parties hereby agree as follows:
I)Description of Grant of Easement-Appurtenant: The GRANTOR does hereby
give,grant,quitclaim,and convey unto the GRANTEE, its successors and assigns,a
perpetual easement with the right to erect,construct, install, and prepare and thereafter
use,operate.maintain, inspect, repair, replace, and improve a treated effluent discharge
pipe and/or drainage feature for a sewage disposal system over and across the following
land owned by the GRANTOR. This Easement Area is 10 feet wide and runs parallel to
the existing dirt road within the tree line located on the southwestern-most property of the
land owned by the GRANTOR.
Page 1 of 4

(SEAL)
Turning Point Co nunity Development CornlnratPointOwnr, 2495
Development
1/158 Hwy N)
Chalis Henderson, Executive Director g Community
Corporation
STATE OF NOR H CAROLINA
COUNTY OF G L personally appeared before me this dayand
I certify that the following person(s) p y eare
pp
acknowledged to me that he or she voluntarily signed the foregoing document(s)for the
purpose stated therein and, in the capacity, indicated:
Name of Principals: Chalis Henderson, Executive Director of Turning Point
Community Development Corporation
n
n
Date:-1 'ot2.
otary Public ,,
M Co m. Expires: M�,eAt/ ��nCliye'
� Printed Name of No ary Public
(N.P. SEAL)
MARLENE HERNANDEZ
NOTARY PUBLIC
Vance Co., N.C.
My Commission Expires 02-13-2024.
Page 3 of4

(SEAL)
W Properties&Rentals,LLC (Owner,2535 US 1/158 Hwy N)
Daniel White,Property Manager of WW Properties & Rentals, LLC
STATE OF NORTH CAROLINA
COUNTY OF
I certify that the following person(s) personally appeared before me this day and
acknowledged to me that he or she voluntarily signed the foregoing document(s)for the
purpose stated therein and. in the capacity, indicated:
Name of Principals: Daniel White, Property Manager of WW Properties& Rentals,
LLC
Date:J1 1 2 2 12 2.
otary Public
MyComm. Expires:. Ex ires: D' 1Q \--VirCrAet
I I$ 1 a oa 1 Printed Name of Notary Public
(N.P. SEAL)
MARLENE HERNANDEZ
NOTARY PUBLIC
Vance Co., N.C.
My Commission Expires 02-13-2024.
Page 4 of 4

Attachment H
Information on Connecting to a Regional Sewer System

Sewer Availability Request - 2495 US Hwy 1/158 N, Henderson, NC
Scott Jones <[e-mail]>
Sun 7/10/2022 2:34 PM
To:[e-mail] <[e-mail]>
Good Afternoon, Mr. Perkinson
I have a sewer availability request for the address of 2495 US Hwy 1/158 N,
Henderson, NC, 27536 (PIN# 0030 01015).
Can you please let me know the availability of sewer and the approximate
distance from existing sewer to this location - and if there are any plans
for sewer line expansions towards the property in the next 5 years?
Thank you very much,
Scott Jones
Scott Jones, PE
Sr. Project Engineer
Agri-Waste Technology, Inc . (AWT)
501 North Salem Street, Suite 203
Apex, NC 27502
Office : (919) 859-0669
Direct : (919) 367-6318
sjones@agriwaste . com

Attachment I
Engineering Alternatives Analysis

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
Turning Point CDC
2495 US 1/158 Hwy N, Henderson, NC 27536
Vance County
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045605 :
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7/z?/Zoa
Date: July 27, 2022
Design Engineer: Scott P. Jones, 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
STEP 1. Determine if the proposed discharge will be allowed
Non-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 be submitted with the EAA, and will be used by the permit
writer to develop permit limits. You must also verify that the proposed action (i.e., 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 governments) 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 point is in an existing
pond located on the adjacent property to the north. This pond outlets to the north into an unnamed tributary to
Indian Creek. The analysis from USGS indicates the 7Q10 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 an existing 765-gpd child daycare facility located in
Vance County, North Carolina. The proposed system will replace an un-permittable subsurface system that
currently serves the property. The proposed discharge point is in an existing pond located on the adjacent
property to the north,which leads to a tributary to Indian Creek. The proposed treatment system will utilize the
following components:
New Septic Tank with Effluent Filter
Recirculation Tank
AdvanTex Treatment Pods(2 Pods)
UV Disinfection
Discharge Pump with Pump Vault
Control Panel
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.
EAA Guidance Document Revision:April 2014
Page 1 of 8

Applicant Information:
Name: Turning Point Community Development Corporation c/o Chalis Henderson
Mailing Address: PO Box 2656
Henderson,NC 27536
Phone Number: 252-915-2683
Contact Person: Chalis Henderson
Facility Information:
Name: Turning Point CDC
Address: 2495 US 1/158 Hwy N
Henderson,NC 27536
County: Vance
Phone Number: 252-915-2683
Contact Person: Chalis Henderson
EAA Preparer's Information:
Name: Scott Jones,P.E.
Mailing Address: Agri-Waste Technology,Inc.
501 N. Salem Street
Apex,NC 27502
Phone Number: 919-859-0669
Contact Person: Scott Jones,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 an existing daycare facility,the population to be served
will be limited by the space available within the existing facility. For the 20-year planning period,the system will
be designed for a flow of 765 gallons per day.
STEP 3. Evaluate technologically feasible alternatives
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. Mr. Andrew Perkinson, City of
Henderson Public Works Director,was contacted to determine if the property is within the City's coverage area.
As of the date of this submission, a response has not been received in regards to the location of sewer in the
vicinity of the property. The closest current sewer is assumed to be at least 4,000 linear ft. from the property and
EAA Guidance Document Revision:April 2014
Page 2 of 8

it is assumed that there are no immediate plans for a sewer extension to the area at this time(Attachment H). For
reference,if an installation cost of$100/ft of installed sewer line was assumed,the cost to connect this property to
the sewer line would be approximately $400,000. 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
WWTPs 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
(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, it is unknown if sewerage system currently exists within five miles of the property, but a
connection to this system is infeasible due to the cost.
Alternative 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 Granville-Vance District Health Department indicated that the site is unsuitable for installation of a ground
absorption septic system in a letter dated February 4, 2022 (Attachment B of application package). The letter
indicated that a repair permit cannot be issued due to unsuitable soil characteristics, unsuitable soil wetness
conditions,unsuitable soil depth,and insufficient space.
Per the soil evaluation by Chris McGee of Agri-Waste Technology, Inc.the site does not have suitable soil to
accommodate a ground absorption or surface drip or surface spray wastewater system (Attachment E of
application package).
Regardless of the fact that a subsurface ground absorption can not 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 Appling-Urban land complex and Durham series soil. For a subsurface system in this soil, a drip
system with pretreatment would be required. This soil 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.ft. 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:
EAA Guidance Document Revision:April 2014
Page 3 of 8

Subsurface Dripfield Design Alternative
Daily Flow 765 gpd
LTAR 0.1 gpd/sqft
Minimum Area Required (Nominal) 7,650 sqft =DailyFIow/LTAR
Estimation for Topographical Variation 2,550 sqft
Estimated Area Required (Actual) 10,200 sqft
Approximate Area Available 54,420 sqft
The current property's land available for the system is 54,420 sqft,due to setbacks and existing site conditions.
A schematic of this area is shown in Appendix A of the EAA. The land needed for a subsurface dripfield
design is a minimum of 7,650 sq.ft.,so there may be sufficient space for this type of system at the property but
there is not enough suitable soil for this type of system.
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 Appling-Urban land complex 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
Daily Flow 765 gpd
Surface Loading Rate 19.5 in/year
Minimum Area Required(Nominal) 22,971 sqft
Approximate Area Available 54,420 sqft
The current property's land available for a surface drip or spray system is 54,420 sqft, 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 22,971 sq. ft., so there may be sufficient space for this type of
system at the property but there is not enough suitable soil for this type of system. The potential waving of
property setbacks was taken into account when considering the available application area for both surface
systems.
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 Vance 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. The soil types listed for these properties is Appling-Urban land complex. These sites will be
very restrictive for wastewater systems.
EAA Guidance Document Revision:April 2014
Page 4 of 8

Adjoining Property Values
Neighboring Property Area (ac) Vacant Price of Land ($)
Parcel ID 0211 02007 (North) 53.47 N 253,971
Parcel ID 0030 01013A (West) 1.81 N 63,595
Parcel ID 0030 02001 (Southeast across road) 1.41 N 200,125
Parcel ID 0030 02003 (Southwest across road) 1.35 N 61,710
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
-AdvanTex Treatment Technology
-Pump Tank for long term storage
- UV Disinfection
-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.
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. As shown,there may be sufficient area to
utilize the daily flow of reclaimed water.
On-site Utilization of Reclaimed Water
Daily flow through system 765 gpd
Available Area to Irrigate 67,800 sqft *Veg.cover on property
Application Rate 0.5 in/week *Fescue Grass
Acceptable Volume to Irrigate 2825 ft3/week
= 3019 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.
EAA Guidance Document Revision:April 2014
Page 5 of 8

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.
7. Note:The design of land application systems must meet the treatment and design requirements
specified in 15A NCAC 2T.0500 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 streamflow 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 [BOD5= 5 mg/1, 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 BOD5 = 30 mg/I and Total Suspended Solids = 30 mg/1. However, based on actual sample
results from similar treatment systems(other facilities using the same technology)in many cases,a BOD5 of
5 mg/I and NH3-N of 1 mg/I 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.
EAA Guidance Document Revision:April 2014
Page 6 of 8

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 outfall line(s).
Response: Plans and schematic drawings can be found in Attachment K(of application package).
4. Provide documentationof ano the
e availability ofrequiredreements.land and/or easement agreements.
g
Response: The proposed discharge system will be located on land owned by the applicant. The easement agreement for
the discharge location has been included. See Attachment K (of application package) for the proposed
discharge system location.
5. 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: All direct discharge treatment systems must comply with Reliability Requirements
specified in 15A NCAC 2H.0124.
Response: There is storage available in the system to hold some waste from the house until power is restored to the
system. If excessive amounts of wastewater are generated,the wastewater will back up in the house.
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 dilution.
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.
EAA Guidance Document Revision:April 2014
Page 7 of 8

STEP 4. Evaluate economic feasibility of alternatives
PVCA Summary Table.
The EAA 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 1.2%.
Cost Analysis for 765 GPD Daycare Facility
Present
Total
Install 20 yr Cost Value
Cost Annual Cost 20 years of Costs
System Type ($) ($) ($) ($)
Sub-Surface System $65,825 $24,534 $90,359 $87,307
Non-Discharge System $123,525 $79,159 $202,684 $193,020
Reclaimed System $135,125 $149,948 $285,073 $266,816
Discharge System $42,325 $17,417 $59,742 $57,570
EAA Guidance Document Revision:April 2014
Page 8 of 8

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

,
AW '
FENCE 70 so1 as°r„sv«i. 02
SOLAR FARM gyp,,.Non!,G,oYia 2150L
p19d56ae60
I
Turning Point CDC
O Surface Discharge
�W O
Z z �.
3r:
E11/ 0
�W Q - O E 25 0
.�` 82'
28'
OS'E 233.10 0 —
N85° _
E
WC
27' 08 209.75 a•p s.h u s�°" �w
N85 __--- \, cma�'i sls-leeiF"
c/o DIM Bloderson
— a°p.h Maeanm
DITCH --��'— EXISTING `. 1' 2K5 u5 I/1'2 6.Y N
___---- __ \\ „� BUILDING N,ees,un,NC 27536
Cj� i
` Vans Canty,N6
_-----__--_ \ ` `` PM 0030 01015
•
,‘:
rJ
... e
\\ .....
. „.
\ r. FOR REVIEW
\ \ \ ° s PURPOSES ONLY
\
s_/ „� / Ago
aPl `` V
\fit
GDNORETE UNRESTRICTED
PAb
AREA
(outside setbacks)
IY
J\L SHEET RE
APPROX. AREA = Alternative Design:
54,420 sqft. Subsurface Drip
r {
�\IV CRON RR CREATED ON:
S.Jones 7/5/2022
s 0 50' 100' REVISED BY: REVISED ON:
� RELEASED Ft RELEASED ON:
Subsurface System Option D� SE-1
ptlALED FOR 11"X 17" �HDEf

A
Enpineera.ntl Soil Scimtial.
AgriN4vie Txhnobpy,Inc.
FENCE 7D 5p1 N S.brn Siisx,Suite 2p]
SDLAR FARM An...North c.mtie 27502
919-05&OpB9
l vxwapTw4a.wm
/ Turning Point CDC
0 spn«e Discharge
hi i
ix< 257 00' o.
1 , 00'E -M m ton.
" ~`N N85' 28' 05'E 233,10' t CDC
4 Ha eo.n,N
x.a,:,e NC 275x
209,75' a
-_-__ o - _ i 25�915 Zurmgpon4h.
DITCH -- -----`Se -- a • _. �.. /l/ armam:
� I
_ ' ` EXISTING ' ,,',r••- t .x. '• ,Y2 1195 rm I/I5e Hey N
------------------------------------ ------ \` ` BUILDING N':..' -s . ,9e a yr 2195 U5 NC 17536
r--- N
— `\ ```\ ``.�?\% ` !ti ''�
T • �� FOR REVIEW
\ \\ \\ f ' f`r�,i:�' ^ PURPOSES ONLY
\\ ;i '.PAD.+ F•.i.
'✓ \ ,f.'. ').,. : - ''' - �/✓ • _REY e91.9 ONE OOpie1
9 Si- •f:T t.1, _ -
.l. '1t- is:.!sr i S.Tid;?}iti'4::f ::4,:d` :.`Yi /
"5 '.e�p %~ UNRESTRICTED
- - F..7,:., . AREA
-" "i r . '"'" � (outside setbacks)
SHEET ME
,.' Alternative Design:
rk' ?s"": `'rf'' APPROX. AREA ,
''1 54,420 sgft. Non—Discharge Systems
:Si tt
'iy/° DRANN En: CREATED ON:
S.Jones 7/5/2022
9 0 50' 100' REVISED Eft REVISED Olk
1 -
RELEASED ED% RELEASED ON:
Non-Discharge System Option DRA'ANG
SCALED FOR 11"X 17" SHEET SE-2

A
Engineers aM Soil ScienU°t,
RBnYWie TecnnoYgy,Inc.
FENCE ro sa
AR FARM .m.Honn c..on.zTscx
e,easBmm
.ww.Bnw,...om
i7 Turning Point CDC
OSurto.Discharge
ii z M
x a.
:5e 22' 00"E 257 00
233.10'
28'
OS'E —�
' 7Bm vaa coc
3 c/o cmx bnEenon
rom llH
�• hla6rron,NC 27516
209.75 chop cco ze6i
N85° 27 08'E cdc.4
DITCH \\ EXISTING ~ Prwty Wenner.
71915 1/I666ryN
BUILDING ton,NNC 17576
`\ \ Z vN oow ofd:
5 14 AAW.,IQ6 c..„$
: J
FOR
EW
'.•;, �� PURPOSES�ONLY
ZN6`° `� `i doftc.-,
N f J vin
"� • 1•f s j a•- '.S•... :'\ `1 •
mv. 661m ME otsoonul
UNRESTRICTED
AREA
(outside setbacks)
id SHEET IRE
Alternative Design:
Reclaimed Water
�,,� APPROX. AREA =
:��: 67,800 sqft.
L• \Ni. DRt*1 BY: CREAMED ON:
S.done, 7/5/2022
•
0 50' 100' REVISED rre ecvisc0 ON:
r_
RELEASED En: RELEASED ON:
DRAWLNIn1eER
13dALED FOR 11"X 17" HET Reclaimed Water Option 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

i
Cost Analysis for 720 gpd Residential Facility
Engineering Alternatives Ana Present
PVCA Calculation Total
Install 20 yr Cost Value
Cost Annual Cost 20 years of Costs
System Type ($) ($) ($) ($)
Sub-Surface System $65,825 $24,534 $90,359 $87,307
Non-Discharge System $123,525 $79,159 $202,684 $193,020
Reclaimed System $135,125 $149,948 $285,073 $266,816
Discharge System $42,325 $17,417 $59,742 $57,570
Sub-Surface System
Co $65,825 Estimated Cost to Design and Install System
r 1.200%
ii 7,V = (. + E C
,=r (I + r)`
PV 1887,307 'Present Value of Costs
Cost Summary Table
Year Annual Fee Operations Fee Sample Cost Pumping Cost UV Replacement Cost Cr Total Ct PV
Increase 5%ever3 Increase 3%yearlyIncrease$50 every 5 Increase 3%yearly Annual Incurred Annual Total Present Value
years years Costs($) Discounted Cost Discounted of Costs($)
($) Costs($)
1 60 500 258 0 125 943 932 932 66,757
2 60 500 266 0 129 954 932 1,864 67,689
3 60 500 274 0 133 966 932 2,796 68,621
4 60 525 282 0 137 1,004 957 3,753 69,578
5 60 525 290 300 141 1,316 1,240 4,993 70,818
6 60 525 299 0 145 1,029 958 5,951 71,776
7 60 551 308 0 149 1,069 983 6,934 72,759
8 60 551 317 0 154 1,082 984 7,917 73,742
9 60 551 327 0 158 1,096 985 8,902 74,727
10 60 579 337 350 163 1,489 1,321 10,223 76,048
11 60 579 347 0 168 1,154 1,012 11,235 77,060
12 60 579 357 0 173 1,169 1,013 12,248 78,073
13 60 608 368 0 178 1,214 1,039 13,288 79,113
14 60 608 379 0 184 1,230 1,041 14,329 80,154
15 60 608 390 400 189 1,647 1,377 15,706 81,531
16 60 638 402 0 195 1,295 1,070 16,776 82,601
17 60 638 414 0 201 1,313 1,072 17,848 83,673
18 60 638 426 0 207 1,331 1,074 18,921 84,746
19 60 670 439 0 213 1,382 1,102 20,023 85,848
20 60 670 452 450 219 1,852 1,459 21,482 87,307
24,534

Non-Discharge System
Co $123,525 Estimated Cost to Design and Install System
1.200%
PV = C o + E C
,_, (I + r)'
PV 1$142,306 'Present Value of Costs
Cost Summary Table
Year Annual Fee Operations Fee Sample Cost Pumping Cost UV Replacement Cost Ct Total Ct PV
Increase 5%every 3 Increase 3%yearly Increase$50 every 5 Increase 3%yearly Annual Incurred Annual Total Present Value
years years Costs($) Discounted Cost Discounted of Costs($)
($) Costs($)
1 60 500 143 0 125 828 818 818 124,343
2 60 500 147 0 129 836 816 1,635 125,160
3 60 500 152 0 133 844 815 2,449 125,974
4 60 525 156 0 137 878 837 3,286 126,811
5 60 525 161 300 141 1,187 1,118 4,404 127,929
6 60 525 166 0 145 896 834 5,238 128,763
7 60 551 171 0 149 931 857 6,095 129,620
8 60 551 176 0 154 941 855 6,950 130,475
9 60 551 181 0 158 951 854 7,804 131,329
10 60 579 187 350 163 1,338 1,188 8,992 132,517
11 60 579 192 0 168 999 876 9,868 133,393
12 60 579 198 0 173 1,010 875 10,743 134,268
13 60 608 204 0 178 1,050 899 11,642 135,167
14 60 608 210 0 184 1,061 898 12,540 136,065
15 60 608 216 400 189 1,473 1,232 13,772 137,297
16 60 638 223 0 195 1,116 922 14,694 138,219
17 60 638 229 0 201 1,128 921 15,615 139,140
18 60 638 236 0 207 1,141 921 16,535 140,060
19 60 670 243 0 213 1,186 946 17,481 141,006
20 60 670 251 450 219 1,650 1,300 18,781 142,306
21,444

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Discharge System
Co 542,325 Estimated Cost to Design and Install System
r 1.200%
PV = Co + C''
l (I + r)'
PV 1$57,570 'Present Value of Costs
Cost Summary Table
Year Annual Fee Operations Fee Sample Cost Pumping Cost UV Replacement Cost Ct Total Ct PV
Increase 5%every 3 Increase 3%yearly Increase$50 every 5 Increase 3%yearly Annual Incurred Annual Total Present Value
years years Costs($) Discounted Cost Discounted of Costs(S)
(S) Costs($)
1 60 350 122 0 125 657 649 649 42,974
2 60 350 126 0 129 664 649 1,298 43,623
3 60 350 129 0 133 672 648 1,946 44,271
4 60 368 133 0 137 697 665 2,611 44,936
5 60 368 137 300 141 1,006 947 3,559 45,884
6 60 368 141 0 145 714 665 4,223 46,548
7 60 386 146 0 149 741 681 4,905 47,230
8 60 386 150 0 154 750 681 5,586 47,911
9 60 386 155 0 158 759 682 6,268 48,593
10 60 405 159 350 163 1,137 1,010 7,277 49,602
11 60 405 164 0 168 797 699 7,976 50,301
12 60 405 169 0 173 807 699 8,676 51,001
13 60 425 174 0 178 838 717 9,393 51,718
14 60 425 179 0 184 848 718 10,111 52,436
15 60 425 185 400 189 1,259 1,053 11,163 53,488
16 60 447 190 0 195 892 737 11,900 54,225
17 60 447 196 0 201 903 737 12,637 54,962
18 60 447 202 0 207 915 738 13,375 55,700
19 60 469 208 0 213 950 757 14,132 56,457
20 60 469 214 450 219 1,412 1,112 15,245 57,570
17,417

Attachment J
Local Government Review Forms

Engineers and Soil Scientists
Agri-Waste Technology, Inc
501 N. Salem Street, Suite 203
Apex. North Carolina 27502
919-859-0669
www.agriwaste.com July 27,2022
Mr.E.Terrell Blackmon
City Manager
City of Henderson
134 Rose Avenue
Henderson,North Carolina 27536
RE: Local Government Review Form
Application for Discharge System—Turning Point CDC
2495 US 1/158 Hwy N,Henderson,NC 27536
Dear Mr. Blackmon,
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. The proposed
system will serve an existing daycare facility located in Vance County, North Carolina. The
proposed system will replace the un-permittable system that currently serves the facility.
The site has been deemed unsuitable for ground absorption sewage treatment systems by the
Granville-Vance Distrct Health Department. It is my opinion that a wastewater treatment
system covered by the General Discharge is the only technology and economical feasible
option for this facility.
Will you please complete the enclosed form for inclusion in the application for the proposed
system. This facility is located in Vance County and is not located in the Henderson City
limits. Please note that this form is only meant to determine zoning/jurisdiction information
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,
Scott P. Jones, P.E.
Sr. Project Engineer

Attachment A. Local Government Review Form
General Statute Overview: 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 (if 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 Applicant: 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 governments)failed to respond within
the 15-day period.
Instructions to the Local Government: The nearby city and/or county government which may have or has jurisdiction over
any 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 of Henderson
(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[ ] No[ ] 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[ ] No[ ]
If there is a zoning or subdivision ordinance in effect,is the plan for the proposed facility consistent with the ordinance? Yes[ ]
No[ ]
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 oath 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

Engineers and Soil Scientists
Agri-Waste Technology. Inc.
501 N. Salem Street, Suite 203
Apex. North Carolina 27502
919-859-0669
www.agriwaste.com July 27,2022
Mr.Jordan McMillen
County Manager
Vance County
122 Young Street, Suite B
Henderson,North Carolina 27536
RE: Local Government Review Form
Application for Discharge System—Turning Point CDC
2495 US 1/158 Hwy N,Henderson,NC 27536
Dear Mr. McMillen,
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. The proposed
system will serve an existing daycare facility located in Vance County, North Carolina. The
proposed system will replace the un-permittable system that currently serves the facility.
The site has been deemed unsuitable for ground absorption sewage treatment systems by the
Granville-Vance Distrct Health Department. It is my opinion that a wastewater treatment
system covered by the General Discharge is the only technology and economical feasible
option for this facility.
Will you please complete the enclosed form for inclusion in the application for the proposed
system. This facility is located in Vance County and is not located in the Henderson City
limits. Please note that this form is only meant to determine zoning/jurisdiction information
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,
Scott P. Jones, P.E.
Sr. Project Engineer

Attachment A. Local Government Review Form
General Statute Overview: 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 (if 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 Applicant: 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.
Instructions to the Local Government: The nearby city and/or county government which may have or has jurisdiction over
any 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 Vance County
(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 [ ] No[ ] 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[ ] No[ ]
If there is a zoning or subdivision ordinance in effect,is the plan for the proposed facility consistent with the ordinance? Yes[ ]
No[ ]
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 oath 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 9of8

Zi\\
Engineers and Soil Scientists FINAL DESIGN
Agri-Waste Technology, Inc. NOT RELEASED FOR
501 N. Salem Street, Suite 203 CONSTRUCTION
Apex, North Carolina 27502
919-859-0669
www.agriwaste.com
Turning Point CDC
2495 US 1/158 Hwy N, Henderson, NC 27536
Vance County
Plans and Specifications for Discharge System
©�oFESSi�
' . SEAL 7-7 :I
- 045605
r '�'C1NEE4�'co
i/7o z2
Date: July 27, 2022
Design Engineer: Scott P. Jones, P.E.
Agri-Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex,NC 27502
Office: 919-859-0669
Email: [e-mail]

b—\\
Engineers and Soil Scientists
FINAL DESIGN
Agri-Waste Technology, Inc. NOT RELEASED FOR
501 N. Salem Street, Suite 203
Apex, North Carolina 27502 CONSTRUCTION
919-859-0669
www.agriwaste.com
Turning Point CDC
2495 US 1/158 Hwy N, Henderson, NC 27536
Vance 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 Treatment Pods
• Specification for Re-circulating Splitter Valve
• Pump Vault Specification(Re-circulation Pump)
• Specification for Re-circulation Tank Pump
• Specification for Control Panel and Float Controls (Re-circulation Tank)
• Specification for UV System
• Specification for Discharge Pump

Engineers and Soil Scientists
Agri-Waste Technology, Inc. Narrative Description
501 N. Salem Street, Suite 203 of
Apex, North Carolina 27502 Discharge Treatment System
919-859-0669
www.agriwaste.com
The Discharge System that has been designed is based on a daily design flow of 765
gallons per day and considers the following components:
- Septic Tank
Re-circulation Tank with re-circulation pump
AdvanTex Treatment Pod(2)
- Re-circulating Splitter Valve
- UV Disinfection
Discharge Pump
Rip Rap at Discharge Outlet
Control Panel
Due to the alternative technology used in this system, a maintenance contract(with a
qualified service provider) is recommended.
Septic Tank
A new 1,500-gallon septic tank will be installed for this system. An Orenco 8" Biotube
effluent filter will be installed in the outlet end of the septic tank. Access risers will be
installed on both the inlet and outlet end of the septic tank. To facilitate the installation
of the access risers, the tank will have riser adapters cast into the top of the tank during
tank construction. Waste that exits the septic tank will flow via gravity into the re-
circulation tank.
Re-circulation Tank
A new 1,775-gallon re-circulation tank will be installed for this system. Waste that
overflows from the septic tank will enter the inlet end of the re-circulation tank. A re-
circulation pump will be located on the outlet end of the re-circulation tank in order to
deliver effluent to the Orenco AdvanTex treatment pods. As liquid exits the treatment
component(AdvanTex Pods), it will either flow to the re-circulating splitter valve located
in the inlet riser of the re-circulation tank (flow from one pod) or directly back to the re-
circulation tank (flow from one pod). For the flow that returns to the re-circulating
splitter valve, depending on the liquid level in the tank, the liquid will either return to the
re-circulation tank or continue through the system. Access risers will be installed on both
the inlet and outlet side of the tank. To facilitate the installation of the access risers, the
tank will have riser adapters cast into the top of the tank during tank construction.
1

AdvanTex Treatment Pods
The treatment component of the system is a re-circulating media filter system. Liquid
from the re-circulation tank will be periodically(approximately every 15 min)pumped to
the pods and sprayed over the media for treatment. The treated water will be collected
via a bottom drainline and then directed back to either the re-circulation tank or the septic
tank. The pods will be installed on a bed of gravel.
The supply line to the AdvanTex pods will also direct flow back to the septic tank. To
control flow, a ball valve will be installed on the line.
Re-circulating Splitter Valve
The re-circulating splitter valve is located on the inlet access riser of the re-circulation
tank. Depending on the liquid level in the re-circulation tank, the valve will either allow
water back into the re-circulation tank for further treatment or direct water to the
disinfection component.
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 ad
will be located in a vault adjacent to the recirculation 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". The pump off and on floats are set based on the
intended discharge dose volume. When the dose volume is reached in the chamber (as
the water level rises),the pump on float will engage (the pump off float will also be "up")
and effluent to the discharge location. As the liquid level drops, the pump on float will
drop and then once the pump off float drops, the pump will cease pumping. 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.
2

Discharge Outlet
This system will discharge into an existing pond located on the adjacent property to the
north. The discharge line will be buried a minimum of 18" until it reaches the discharge
outlet. Vegetation and debris should be kept clear of the discharge location. The outlet
pipe will be fitted with a grate to prevent animals or rodents from entering the pipe.
Riprap placed at the discharge location to provide aeration of the water as it is discharged
and will also serve as erosion protection.
Control Panel
One control panel will be installed with this wastewater system. Operation of the re-
circulation pump, discharge pump, and UV system will be controlled by this panel. If
desired, this panel can be connected to a land-based phone line that will notify the
operator of system operation.
3

Discharge Wastewater Treatment System Design Calculations
Date: 7-Jul-22
PROJECT: Turning Point CDC
Location: 2495 US Hwy 1/158 Business, Hendserson, NC 27536
County: Vance
SEPTIC TANK SIZING
Daily Flow Estimate
Flow/Unit
#of Units 'Units (gpd/unit) (Flow/Day(gpd)
1 Daycare Facility 765 765
TOTAL DAILY FLOW(Q)= 765 gpd
Septic Tank Volume/Size(based on maximum daily flow estimate)
For Business Use
Flow(gpd) 1Min.Volume(gal)
<600 -
600<1500 1395
1500<4500 -
Daily flow = 765 gpd
Required Minimum Tank Size= 1,395 gal.
(per NCAC T15A:18A.1952(b)(2))
TANK SIZE PROVIDED= 1,500 gal.
RECIRCULATION TANK SIZING
Recirculating Tank Volume/Size(based on maximum daily flow estimate)
Flow 1Min.Volume(gal)
<750 1000
750-<1000 1500
1000-<1500 2000
_ 1500-<2000 2500
2000-<2500 3000
2500-<3000 3500
Daily flow = 765 gpd
Required Minimum Tank Size= 1,500 gal.
TANK SIZE PROVIDED= 1,775 gal.
TREATMENT POD SIZING
Flow (Treatment Pod
<500 1-AX20
500-<1000 2-AX-20
AX Unit Required= 2-AX-20

Septic Tank Buoyancy Calculation
Project: Turning Point CDC Date: 7-Jul-22
Location: 2495 US Hwy 1/158 Business, Hendserson, NC 27536
County: Vance
Tank Size(nominal)= 1,500 gallons
Properties/Assumptions:
Min. liquid level to be maintained in tank at all times after initial installation.
Assume groundwater table is equal to or higher than top of chamber.
(Buoyancy is the same as long as water table is higher than top of tank.)
Effluent Density= 62.4 Ib/ft^3(Specific Weight of Water)
Concrete Density= 142.56 lb/ft^3
Soil Cover Over Tank= 1.00 ft. (minimum)
Soil Bulk Density= 1.25 (typical value)
Tank Dimensions(from supplier):
Exterior Interior
Length= 10.50 ft. 10.00 ft.
Width= 5.50 ft. 5.00 ft.
Total Tank Depth= 5.83 ft.
Permanent Liquid Depth in Tank= 0 in.
0.00 ft.
Area of Riser Openings= 6.28 ft^2
Tank Weight(est.) = 13,000 lb. (based on manufacturer)
Buoyancy Force Calculation:
Buoyancy Force=Specific Weight of Water x Displaced Volume
Buoyancy Force= 21,021 lb.
Weight Calculation:
Tank Weight= 13,000 lb
Water Weight in Tank= 0 lb
Soil Weight Over Tank= 4,014 lb
Soil Tension Force= 5,258
Total Weight= 22,272 lb
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table conditions.

Recirculation Tank Buoyancy Calculation
Project: Turning Point CDC Date: 7-Jul-22
Location: 2495 US Hwy 1/158 Business, Hendserson, NC 27536
County: Vance
Tank Size(nominal)= 1,775 gallons
Properties/Assumptions:
Min. liquid level to be maintained in tank at all times after initial installation.
Assume groundwater table is equal to or higher than top of chamber.
(Buoyancy is the same as long as water table is higher than top of tank.)
Effluent Density= 62.4 Ib/ft^3(Specific Weight of Water)
Concrete Density= 142.56 lb/ft^3
Soil Cover Over Tank= 1.00 ft. (minimum)
Soil Bulk Density= 1.25 (typical value)
Tank Dimensions (from supplier):
Exterior Interior
Length = 10.50 ft. 10.00 ft.
Width = 5.5 ft. 5.00 ft.
Total Tank Depth = 5.83 ft.
Permanent Liquid Depth in Tank= 0 in.
0.00 ft.
Area of Riser Openings= 6.28 ft^2
Tank Weight(est.) = 13,000 lb. (based on manufacturer)
Buoyancy Force Calculation:
Buoyancy Force=Specific Weight of Water x Displaced Volume
Buoyancy Force= 21,021 lb.
Weight Calculation:
Tank Weight= 13,000 lb
Water Weight in Tank = 0 lb
Soil Weight Over Tank = 4,014 lb
Soil Tension Force= 5,258
Total Weight= 22,272 lb
Note: Total weight must be greater than buoyancy force
so that tank will not float during high water table conditions.

Discharge Wastewater Treatment System-Elevation Calculations
PROJECT: Turning Point CDC Date: 7-Jul-22
Location: 2495 US Hwy 1/158 Business,Hendserson,NC 27536
County: Vance
Elevation Determination Sheet
Septic Tank(Shoaf 1500 gal,or equivalent) Advantex Pod
Ground Surface at Septic Tank 96.70 ft Ground Surface at Advantex Pod 96.70 ft Recirculating Splitter Valve(RSV)
Cover over Septic Tank 12.00 in(min) Height of Advantex Pod 30.00 in Pipe Slope to RSV 3.03%
1.00 ft 2.50 ft Pipe Length 5.50 ft
Elevation at top of Septic Tank 95.70 ft Elevation at top of Advantex Pod 97.20 ft Elevation at RSV Inlet Invert 94.53 ft
Distance to Inlet invert from top 0.92 ft Height of Pod Above Ground 6.00 in Drop Across RSV 2.00 in
Elevation at Inlet invert 94.78 ft (prior to backfill) 0.50 ft Elevation at RSV Outlet Invert 94.37 ft
Distance to Outlet invert from Top 1.17 ft Distance to Outlet invert from Top 2.50 ft
Elevation at Outlet Invert 94.53 ft Elevation at Outlet Invert 94.70 ft Pump Vault
Pipe Slope to UV 1%
Recirculation Tank(Shoaf 1775 gal Pump Tank,or equivalent) Float Settings Height from Pipe Length 5.00 ft
Pipe Length from ST outlet 4.00 ft Elev.(ft) Tank Floor(in) Elevation at UV Inlet Invert 94.32 ft
Pipe Slope 33.3% Pump Enable/Law Water 91.28 30 Cover over UV Inlet 2.68 ft
Distance to Inlet invert from top 1.08 ft Pump Override(6"below inlet invert) 92.70 47 32.20 in
Elevation at Inlet invert 93.20 ft High Water Alarm(inlet invert) 93.20 53 Ground Surface at Pump Chamber 97.00 ft
' Ground Surface at Recirc.Tank 96.70 ft Depth Below Inlet for UV 3.00 ft
Cover over Tank 29.00 in Top of RSV cage(9"above PE/LW) 92.03 39 Elevation at Chamber Floor 91.32 ft
2.42 ft Height of Riser above Ground Surface 6.00 in
Elevation at top of Tank 94.28 ft Tank Bottom Thickness 4 in
Distance from RSV invert to top 0.25 ft Riser Height Required 6.18 ft
Elevation of RSV Invert 94.53 ft "Field Cut Risers
Height of Tank 70.00 in Riser Heights(extend risers 6"above grade) Cut Length Discharge Float Settings Height from
5.83 ft Septic Tank 1.50 ft Elev.(ft) Base Floor(in)
Elevation at Tank Bottom 88.45 ft 18.0 in 21" Pump OFF 92.65 16
Dose Tank 2.92 ft Pump ON 93.65 28
35.0 in 36" High Water Alarm 93.82 30
Pump Chamber Riser(Min) 6.18 ft
74.20 in 24"
Discharge Point(Pond)
Pipe Length 1530.00 ft
Elevation at Outlet Invert 74.70 ft

Pump Sizing/Design
Recirulation Pump Calculation
PROJECT: Turning Point CDC Date: 7-Jul-22
Location: 2495 US Hwy 1/158 Business,Hendserson,NC 27536
County: Vance
Friction Losses
Suction Head= 0 ft. (submersible=0)
Elev.Difference(highest point from pump)= 6.75 ft.
Design Pressure At Outlet= 3 ft.
Main Supply Line Length= 31.75 ft. 2.0"Schedule 40 PVC
Line Loss/100 ft= 4.23 ft/100 ft. 50 gpm
Friction Loss-Line= 1.34 ft.
SUB-TOTAL= 11.09 ft.
Friction Loss-Fittings(5%)= 0.55 ft.
TOTAL= 11.65 ft.
Flow= 50 gpm 25 gpm(to each pod)
TDH= 11.65 ft.
P4n,p Selection
Manufacturer: Orenco
Model: PF5005 11-10
Horsepower: 1/2
Float Settings(all distances from bottom of tank interior)
Timer Enable/Low Water 30 in (Float above Filter)
Top of Recirc Valve Cage 39 in (9"above TE/LW))
Timer Peak Enable 47 in (6"below HWA)
High Water 53 in (6"below inlet invert)
Design Volume 765 gpd 450 I I 1 1 1 1 1 1 1 1 1 1
Recirculation Ratio(pod) 4 :1 1PF50501 (PRO Series,60 Hz.0.5-5.o hp f-
Volume to Pods 3060 gpd E
Required Doses/hr(pod)
Dose Volume 31.9 gal/dose a 1175°30
Pump EveryFlorate 50 gpm a Y50 •.�
One Doseose 15 min go
Pump Time ON 0.64 min 200
Pump Time OFF 14.36 min PF90t5
150
1PF50101
ie 100
Operating Point PF5005
0 10 20 30 40 50 60 70 90 90
Flow in gallons par minute(gpm)

DISCHARGE PUMP DESIGN
Revised 7-Jul-22
PROJECT Turning Point CDC
Location: 2495 US Hwy 1/158 Business,Hendserson,NC 27536
County: Vance
Friction Losses
Suction Head= 0 ft. (submersible=0)
Elev.Difference(highest point from pump)= 6.00 ft.
Design Pressure At Outlet= 2 ft.
Supply Line-1.25"Schedule 40 PVC from Pump to Discharge Point
Pipe Diameter(ID)= 1.36 in. Flow= 10 gpm
Pipe Length= 1530 ft. Velocity= 2.21 ft/sec
Est.Friction Loss per 100'= 1.57 ft/100 ft.
Estimated Friction Loss= 23.96 ft.
Friction Loss-Taps/Special Fittings= 5 ft.
SUB-TOTAL= 36.96 ft.
Friction Loss-Fittings(5%)= 1.85 ft
TOTAL= 38.81 ft.
Flow for Anti-Siphon Hole
Hole Diameter= 3/16 in
Hole Flowrate= 2.58 gpm
Pump Efficiency= 0.7 (assumed,typical)
Motor Efficiency= 0.9 (assumed for electric pumps)
Flow= 12.58 gpm
Required Horsepower= 0.20
9 P hp
TDH= 38.81 ft.
Prrrrrp Se/ectioh
Manufacturer Zoeller
Model. N151
tic
w PUMP PERFORMANCE CURVE
MODEL 151/152/153
50 .
14— 45 153
Operating
12— 40 Point
35 -
1 152
0—
30
0 8 25 _151
J
6— 20
15
4— •
10
2-
5 -
0
10 2C 30 40 50 60 70 80 90 100
GALLONS
LITERS 0 40 80 120 160 200 240 280 320 360
FLOW PER MINUTE 0i4ti08

Turninc Point CDC Surfcce Dischcrce WT
�w�.a7�°waPr iaa
501 N.SYen$IeNI,Soar IW
919-069-0666
xv.pMwW.awn
Project Location: 2495 US 1 /1 58 Hwy N Turning Point CDC
Henderson, NC 27536 S°Rcce Discharge
Vance County, NC 4. «-7
v*Poll CDC
PIN 0030 01015 c/a Sok 6 "Hsr)91.NC 27536
(E7)615-2663
Mende+e041MWahlWce6
PraywN Wait,
ise Hwy N
Project Owner: Turning Point CDC I,��"C27636
t;"` HeMSM NC 17676
PSI Corry.NC
° 1'. PN MOO 01015
c/o Chalis Henderson `•,
PO Box 2656 SITE ''- PROFESSIONAL
ENGINEER `
Henderson, NC 27536
(252) 915-2683 . .. ,. This document was
S originally signed and
sealed by
[e-mail] _ Scott Jones,
NC PE#045605
on July 27,2022
/
Project Consultants: Scott Jones, P.E. n,.5 beThconis deredaum si notd
be considered a signed
VICINITY MAP and sealed document
[e-mail]
Chris NcCee, L.S.S. Sheet Index
[e-mail] �7 „
Agri—Waste Technology, Inc. I6V, 66.6(An 0661"3"
Sheet 1 : Cover Sheet
501 N. Salem Street, Ste 203 Sheet 2: Property Layout
Apex, NC 27502 Sheet 3: Component Layout
(919) 859-0669 (System)
(91 9) 233- 1 970 Fax Sheet 4: Component Layout
(Tanks)
System Overview: 765 gpd Child Daycare Facility Sheet 5: System Detail #1 SHEET TITLE
Design Standard — Discharge Sheet 6: System Detail #2 Cover sheet
AdvanTex AX-20 Pods (2) Sheet 7: System Detail #3 DRAWNe >mON:
S.VVN .7/5/Y0Y1
REVISwith Single Bulb UV Disinfectionm� BEvsmoN
RELEASED BY: 'RELEASED ON:
SHEET*YE
WW-1

THIS MAP IS NOT A CERTIFIED SURVEY -��
i/ ' \ AND HAS NOT BEEN REVIEWED BY A 6/\°^•
sts
SO,N.9.Mm 5oem,S�iH 203
f.
/ LOCAL GOVERNMENT AGENCY FOR "°° "
/ wwxeprlxvma.cmn
i Stream COMPLIANCE WITH ANY APPLICABLE Turning Point CDC
i LAND DEVELOPMENT REGULATIONS. 5artaeD1xa .
i r Pon.
1 E O9m•Hmnm9me
TurningROM CDC
1 o c/o CAob WMnm
PO 9m 2656
Henan"RC 27536
[phone]
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\ AroFerb2405 US Holmn Mooderc
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ry Cp1q
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i NOTE: Existing Drainline for PROFESSIONAL " '`
'`. Facility is off site and not
Discharge perm ittabl e.
Location This document was
'st < onginally signed and
'N'N'N''''..\ li\
Solar Farm Property sealed by
1
g Scott P.Jones,
1 :g NC PE#045605
m
on July 27,2022.
This medium shall not
`` os Tree Dirt Road and sealed document be considered a signed
_ Line
Discharge Line 7 5" `_ �
NOT RELEASEDFOR WNl PUC719
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subject ti � .� ,e �� � 5Property e\ q
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r' ' • DRAIN RY: CREATED ON:
, S.Jones 7/5/2022
RENSFD BY: REVISED OR
0 125' 250' RELEASED BY: RELEASED ON:
mom omoono
mom mommommomoo
ORAWNC HOWER
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SCALED FOR 11'X17' SHEET

- - - - AWIT
Engineers and Scientists
/ -. -.________. A9reWeste TxM1nobgs.ins.
--_— 501 N.Salem Street,Suite 202
' ____-- _______— Ape.None Caroline 27502
_-- _ 919450-0950
' vnni.eginmate.com
Turning Point CDC
ISurto.IN/charge
(Z rZ Owner enammnm.
Tun,Net NC
i !— J c/o Choir Henderson
wm.2656
n,N
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(252)91S-2W
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W / \ N85' 22' 00'E 257.00' • • 2/95 US so.NC 53 N
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•""Lk. \ •— PROFESSIOWE ENGINEER SEAL
to ee.eawon.glO // -------_— --..\ b •. :Q . `-
\ d This document was
/ \ °/ ° • ' . a n_ onginallysealed by
signed and
,.► `
�(O� \ d.a. - ° ScottP.Jones,
A VA ( e.\ ...° • ° ° e NC PE#045605
EXISTING ., d on July 27,2022.
y d d • ° This medium shall not
L N G d'\ be considered a shall
�,• BUILD � d•4d ' and sealed document.
Q:• Nor RE EAsm RDR mNSTRucmN
\\ .. : •Imo' .,d• / ay. ts9m ua omrmH
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a del\:
MANN BY: CREAM ON:
0 S.Jones 7/5/2022
. .^' ° a d.• / REVISED RI: REVISED ON:
0 16' 32' EASED BY: RELEASED ON:
y REL
e
d< s DRAVANG NUMBER
SCALED FOR 11'X17' SHEET X VV-3

Property Line I Line Legend Eminoors aro,Soil Scientists
A
Line Nome Size Type 501N s.w„Se.,,,sonInc.
zw
DL Droin Line 4.0" SCH 40 PVC A°'"'91.59Caro-06.22502
Existing Septic Tank AFSL AdvanTex Filter Supply Line 2.0" SCH 40 PVC
AFDL AdvanTex Filter Drain Line 2.0" into 3.0" SCH 40 PVC Turning Point CDC
(to be abandoned) EDL Effluent Discharge Line 1,25" SCH 40 PVC Surface Discharge
O UVL UV Supply Line 3.0" SCH 40 PVC
I Dore,WornTurinahn.
Turning Pans CDC
COMPONENT LEGEND PO So oi 2656
CP Control Panel HeoPerson'NC DiX
Line ST Septic Tank (t521915-zees
1 0' Property �— RT Recirculation Tank UV UV Disinfection ��av
A AdvanTex Pod P Pump per,
_ O CO Cleanout EF Effluent Filter ian��i%Ise xy N
_ Setback IT Inlet Tee SB Splice Box cu.dNC I27536
C
�� BV Ball Valve RSV Recirculating Splitter Valve PN o07o nine
',`' a 'J PROFESSDNIL HIGHER SEN.
P
NOTES: 6
�'
—ADJUST TANKS TO MEET SITE CONSTRAINTS. This document was ,
—TANKS TO HAVE BURIAL DEPTH NO GREATER THAN 36". ^ originally signed and
—ADVANTEX PODS TO HAVE 3"-6" EXPOSURE. sealed by
—POSITION PODS & RECIRC. TANK TO ALLOW MINIMUM 1% SLOPE IN Scott P.Jones,
DRAIN LINES (AFDL, UVL, EDL). iS ` ` o ,.��' `•.� NC PE#045605
—BALL VALVES SHOWN ON POD SUPPLY LINES (AFSL) MAY BE OpF •J`.,, / on July 27,2022.
LOCATED WITHIN PODS. i"• �� �\ ,> This medium shall not
—PROPERLY ABANDON EXISTING SEPTIC TANK. -
/� P�` y b be considered a signed
`C and sealed document
s FwL DESIGN
(Si NOT RELEASED fDR CONSTRUCDON
--_. �� P �� j--I \ ier. evc aar oms
•
J
/ .4e, di ././ _
Discharge Point / n��\�//
(2 Stabilization V
(2'x 6'Riprap) 6 ty
Excavate Swale OC/ /9 CO
into Pond Bank )N P T ��
Install Grate Component Layout:
on End of Line Tanks
ti Transition to 10'min.
mac Length 4" \
•
Sch.40 PVC l t
/�a f/ before Discharge AS tt DRAWN BY: DRUID ON:
1 It S.Jones 7/5/2022
Q ee!IV 0 5' 10' RENSED BE RENSED ON:
r_
• imiRELEASED Sf: RELEASED ON:
DlseherQe Location Detail 0Treatment System Detail DRAWNC NU4BER
SCALED FOR 11'X17' SHEET
WW-4

swW wnI.FT sync pc. MODEL TS 1775 PT Al
I �u MODEL TS 1500 SIB — Ara K troll�+e NON TRAFFIC Engineers and soil Scientists
VEST el get ILI
maMNa K Sane NON TRAFFIC rTtralvap 2aY-Sae 1775 Gales Pump Tank
Agri-Waste Technology.Inc.
na[COO MKS 1500 Gallon SaptlC I.
T...-..— ypkrreA[r,my 501 N.Salem street.Suite 203
—...-�MC
_ter.._......_ KM .. III .. NYM-LSTs nM TAr F.S.North Carolina 27502
I T]Y f116yipN19-0592669
>A ION MITE u �- • ll • SAL••Nile W NW. N 59-C6 gym
\ Y-I.Na 0...1.1/.-W 'r III t Pu NaI-eIIT NVOAmNET a d wo W _ r Klan-. Turning Point CDC
O1°m CENT m omn-ar III �_ M m VIM aro-e m 1 � Surface Discharge
SIM
_ NC W aan-STATE AMMO PLR.TS
reTo vas*OOfisbE a¢Ma KIN c-O Deportment of Ebmlmnmenenta aNaa�Ial b¢'aurti .a m wl¢i,onO2Na ESE W WINO KIN
OaiT k�ST 2.Septic tank to be buried with min [KOOK KI-Amt TAN vl.,lam is
TOT re *00teleterra Tar Mem-tar Lae 12'soil 9.(. NaevrNOR F.one 1� Oieer Information:
KNv-07.POI STATE®F 3.leakage testing of tank b repaired. Tuming Point CDC
NM Alb..NNW.must not nceed tO fctk[-RTA. c/o Gab Ilenderfm
or ap00ItYoclty per 24 n period. I.Recirculation tank to be
E- nx.o..m f. 4.Documptatbn of tank hour
Shall CKT N PLAT Imxn RISEN AITvp approved by NC Department of Nevi.,NC 27536
t omrINOV STAIS pod risers to ded to Ifs,ndrp Engineer.
of'eT.resr."'3' S.Tiicii=ch.,..isci=64, STATE ank S mews Environmental Health. [phone]
rilII ^— _�� �m aeero finiann erode. aacr n aY 2.Recirculation took be buried ,�„aA mygaWg
1 S.r'rwl grading Stall Mope sail away eith minimum Of 12-soil cover.
W --- - _ Irom bnk openirga. ].Leakagetesting f tank is Property blomalbn:
in
a I T _. required. Allowable leakage must2495 US 1 1Y N
, g -- `- 24t hou d 1e of tank capxity perVHendon,NC 27536
ana Cwily�NC
1 • 1{j{ 4.Docuentation of tank testing
f ma' c' tQ OOOO1T r� It n rsd sT• I1 !
off Ee Prorltled to certifyingPIN ONO 1/158omit
e se[M I 1 ` Tea i �rpe 5.Tank riven to extend minimum
11111
or e'amv.r ienw q�mee. PROFESSIONAL ENGINEER SEAL
t""-"-^"'- ."'S -- 1 1�^ R` .i 1kmr�ene..w.asw —sar1 _..weno��....1 B.Fin/roal mroto*0 ahollin lope soil
w W I � J n n ]a away openings.
Not to scale a Not to scale
This document was
aEN=TANK DETAIL(*reseals...) RECIRDUUTION TgNN DETAIL(a equivalent) originally signed and
sealed by
Scott P.Jones,
AX 20 Top View NC PE#045605
AdvanTex°OTreatment System �'#=*Boo6004oc • DESIGN FLOW500-I000GPDonof UV Unit It July shall
NORTH CAROLINA Pump Vault This medium shall not
CONFIGURATION be considered a signed
�► c Top View and sealed document.
by.P`7W.. s\ of Recirculating NOTE: Turbine Pump
Ti.-�•.•.•� ---• �" & Splitter Valve in w/ Hanging Discharge
K.
F.�� '�1 '-..- - u pee ma tote PK 5.1u"w I• I'I' € Recirculation Tank �,�4 is allowed.
""^ i Inlet Riser !� RTAI Esc have Corer ft*.San.
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•
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.e*-• r:rt...��Naeg saevlew a"a"^" End View
of RSV in Recirc Side View S.Jebel I/5/zou
Tank InletRiser of UV Unit in Pump RELEASED Br. RELEASED ON:
Not to scale Not to scale Not to scale
Vault SHEET N4/E
ex Treatment System-FOR ILLUSTRATION ONLY Recirculating Splitter Valve Detail UV and Discharge Pump Chamber Detail `pp W ter

Engineers and Soil Scientists
-24'No
grows, AertN4eieT5 Nhnnlollo ,Inc.
Advance,Pod, Dmrco 24'Die.PdC%ser/Ud 501 N ,Su.NJ
Top of Pod 18'above ground surface 6'Above Ground Surface Ape,,North Caroms 27502
2+'Oaken.Vaeee (2 Total) 4',6'6upecel Poet I 019-65906ee
L10 ION fitonlese Safety Net On Bury 36'min n+9dmeUe.can
sleet to(1)(ns) Boll Valve QII[N Nkomo.(NB.) -il Splice Bo, W mil -
Turning Point CDC
L'a„„,groUM�• -. - 7 =�. - R!T !T!r:��'�_I,2 •-. Surface Discharge
-- are • /..- .__ ;`- __- 1Mdi0 --_. 'I
l�- • le
tutor, t • Owner Mon..,
Llean,tamped •
Undiatu2ed Urc fromCkaaackl l peC � � Backftl1" 1ii• �r �Oiacnd a IM,e cum^9PontCDCEarthrcan4I
111=
Pmm�, xtttolg
a>: , I Po Box 2656
To W UM't's i slit/. ..... I Henderson,NC 27536
I r+n . --_ • 'I (152)915-26B.1
1L IJ I IW(n*r) 1 From Pad cnendenmeturnirgpoinlcdc.wqP y I 'I - I 2-9 Sweep Tee 3-6" i �- FSplen Hole
Buddln9 Drolnline ' II� ID'mnitttion UOrenco nl 2ada NtSiPeWenyxlormoliamEt2/95 US 1/ISB Hay N
is\
xiN Duick aeconnM NenUs,on,NL 27536
I /Ii\•. Valle County,NC
Pulp
\ ,� Slinger Plpe v U. ITN PN OOJO 01015
�l� 1 6'r>6'
Bpnk a e _ S;N ins 7ri,4rit+r �� PROFESSIONAL ENGINEER SEAL
HNes I llnallurire4 Rtticulation Spktter Valve '•d Compacted Bocktdl
win EnM b I (RSY30) ' or grovel 3.
S pport'Apo(FP OB51-36-N[) II
Bottled Septic Tonk I BOcHBi Doee Talrk i i
\ i --1 or grovel
s'(min)Gravel Bed 6"(min)Grovel Bed This document was
originally signed and
sealed by
Scott P.Jones,
Not to scale Undisturbed Earth Urdiaturbed Earth NC PE#045605
on July 27,2022.
System Detail-FOR ILLUSTRATION ONLY This medium shall not
be considered a signed
• and sealed document.
Elevation Determination Sleet
Septic Tank(Shoal 1500 gal,or equivalent) Adventoo Pod
Ground Surface al Septic Talk 96.70 It Ground Surface at Advantex Pod 96.70 ft Recirculating Splitter Valve(RSV)
Coker over Septic Tank 12.00 in(min) Height of Adventex Pod 30.00 in Pipe Slope to RSV 3 03%
1.00 A 2.50 A Pipe Length 5.50 ft FILL DESIGN
Elevation at lop of Septic Tank 95.70 A FJevetion at top of Adsentex Pod 97.20 ft Elevation at RSV Inlet Invert 94.53 ft NOT RELEASED FOR CONSiRUCigN
Distance to Inlet invert tom top 0.92 t Height of Pod Above Ground 6.00 in Drop Across RSV 2.00 in Ircv. min WC bornvriw
Elevetiac at Inlet insert 94.78 t (pna to backlit) 0.50 ft Elevation at RSV Outlet Insert 94 37 ft
Distance to Outlet invert tom Top 1.17 A Distance to Outlet invert tan Top 2.50 ft
Elevetiai at Outlet Invert 94.53 t Elesetion at Outlet Insert 94.70 ft Pump Vault
Pipe Slope to LN 1%
Recirculation Tank(Shoal 1775 gal Pump Tank,or equivalent) Float Settings Height ton Pipe Length 5.00 ft
Pipe Length tom ST outlet 4.00 A Elev(It) Tank Floor(In) Elevetiai at UV Inlet nken 94 32 ft
Pipe Slope 33.3% Pump Enable/Low Water 91.28 30 Cover oer W Inlet 2.68 ft
Distance to Inlet insert tan top 1.08 it Pump Osemde(6"below inlet insert) 92.70 47 32.20 in
Elevation at Inlet insert 93.20 ft High Water Alarm(inlet Invert) 93.20 53 Ground Surface at Pump Chamber 97.00 ft
Ground Surface at Reclrc.Tank 96.70 A Depth Belau Inlet to UV 3 00 ft
Coker over Tank 29.00 in Top of RSV cage(9'above PFJLW) 92.03 39 Elesetiac at Chamber Floor 91 32 ft
2.42 t Height of Riser oboe Ground Surface 6.00 in
Elevation at top Cl Tank 94.28 t Tank Bottom Thickness 4 in SHEET TIRE
Distance tan RSV invert to toga 0.25 A Riser Height Required 6.18 ft
Eevetiah of RSV Insert 94.53 t ee Field Cut Risers System Detail #2
Height of Tank 70.00 in Poser Heights(extend risers 6"above grade) Cut Length Discharge Float Settings Height from
5.83 t Septic Tank 1.50 ft Elev.(ft) Base Floor(In)
Elesetlao at Tank Bottom 88.45 t 18.0 in 21" Pump OFF 92.65 16
Dose Tank 2.92 ft Pump ON 93.65 28
0104111
35,0 In 36" High Water Alarm 93.82 30 fa' CREATED ON.
Jones 7/52022
Pump Chamber Riser(Min) 6.18 ft S.RDASED 8Ti REUSED 0N.
74 20 In 24"
Discharge Point(Pond) RELEASED Bf. RELEASED ON:
Pipe Length 1530 00 1
Elevation at Outlet Insert 74 70 ft DAABt1C POOR
O System Elevations V V V V-6

NOTFS AWF
m�w O.7.,.w�w
Prep ug.. s .n 1. Boundary information based on GIS and Field Survey.
u Engineers a„a Soil scimitars
Msle
1.2. ma a,;, . 2. Septic Tank to have approved Orenco Effluent Filter model FTPS-0854-36 NC. roN.Salem Siraeakg,,Inc
"and Sal N.Salem SHeei.Suite 203
surfaces of dean
adaatrdand Me.,NmP Camhna 27502
clear and dry forHMa bonding.a surface.must •a, 3. Treotment system to be 100' from any off—site residence or well, 10' from ,,,,eg,1°e B-0550
eMs M in •f alcohol Me complete,
floor °•'a• residence or building foundation, and 10' from all Property Lines. Verification of
en r0 Apply Wan.'Apply a;ee,r,�mem�„cre these setbacks to be performed by contractor. Turning Point CDC
a.m.
.to._o �>Me Surface Dischorde
Clean,Tamped Backfil g ,.,a,wm r .,. 4. Contractor shall backfill around all access areas such that stormwater is shed
4"SCH 40 PVC >: ;,'ems • away from potential entry points.
lass B Rip Ra• a ' ai,-"7,,6..N.Pas e..wHcn..m
w/Grate Neer Morn*
,., >:�: :- s.g wan 1n ntll Mepay onto om ofM• 5. Invert elevations of all components to be verified in field by contractor to Turning Point CDC
i �`� d ��� �• -� r le adapter on we concrete ensure proper operation. o/o Char.Henderson
•�_�r•� • V. • .�� nme,-n-.aopts•).tn.ae7t. Po Box 2656
L11.40.114111144,
klt rb Mnon NC 27536
• ���• �•�� x ' m ...� T. fill All system piping to be SCH40 PVC except where noted (n2)91s 26U
�. , -.k 04Wii:;1-14,6a �>.t e .m r to folly mat n an,° Y P P 9 P n
IIa —"W roe l0 �S4.0 - T7 ax17 'a 11 ....."... 'x ,°"'l°,°ar ly.n„a'„ ell a or rn
Y' "4 -�� �L� ¢• I a,,.. 7. All gravity elbows to be long radius or long sweeping type elbows. Property Mo,maioo:
tr '„ ii ry aA u �. p 2495 US 1/158 Hwy N
Filter Fabric 4 S1. r •'` .x.l`w `t #57 Gravel .11m„or dean"'h mad„",potty
Henderson,NC vsx
mou. on .0 8. Actual installation and placement of treatment system to be overseen by vendoPn1 NC
YP'.t rt�,Ll_1gd y.T 'fill 0 o r, ell.amew,.nr Contractor. PH pow 01y015
.- ill r.u.s. ;ypy n ulk cement to Pond
lean,Tamped Backfill _ ndisturbed Earth IP�' ` ,. ,e ,aA top of h
.::. 9. Use Class 'El' erosion control stone for structural base for outlet stabilization PROFESSIONAL ENGINEER SEAL
* FM Porn,,,,,,,•a„e,m, structure. Use #5 or #57 stone for sediment control.
' Me
O1iie1 'se�' "i •m' 10. Discharge line must be covered to a minimum depth of 18'. Discharge pipe
" a"' outlet to hove grote.
I MU
This document was
11. Flow from the receiving ditch/stream bock into the system shall be prevented. originally signed and
4 d 7/. 12. Engineer Inspection required during system installation and of final completion.by
Scott P.Jones,
Not to scale Not to scale 13. Contractor to seed and/or mulch disturbed areas to coincide with existing NC PE#045605
landscape. Area shall riot be left with uncovered soil. on July 27,2022.
_ -
Discharge Riprap tail Safety Net Detail
- This medium shall not
.,De.M 0 14. Upon system completion, Contractor to supply Engineer with documentation of be considered a signed
installation and a signed letter indicating system was installed per approve and sealed document.
design or noting any deviation from approved design.
V
4X6 TREATED POST '�k 15. Contractor to install Internet or phone line to VCOM control panel.
MOUNT PANEL DIRECTLY
16. AdvanTex Unit(s) to be placed on grovel bed and backfilled with gravel.
CONTROL TO POSTS OR TO ALUMINUM PLATE DESIGN
17. Mount Control Panel a minimum of 24• abovegrade. Power to panel to be NOT RELEASE cc1451RUcroP
PANEL (GRIND OFF PROTRUDING SCREWS) installed bylicensed electrician
SINGLE 00000 m per code. �.
n 3'
CONDUIT 1 18. Leak test required on septic tank. Contractor to property abandon existing septic
(no splices) Concrete Support tank. Contractor shall provide documentation from Orange County.
2X4 TREATED-SECURE Pad 16'x1 B"x4"
CONDUIT 19. Water spigot to be located on exterior of facility within 50' of tanks.
SUPPORT WITH 4-3'DECX SCREWS 1
PER POST •tl:NE � 20. All wastewater from the facility, including greywater, is to be conveyed to the
SE IN 21min.) septic tank.
RISER OR
CORRUGATED PIPE
• uICI! L 24e 21. Separate circuits for each pump and alarm/control
Fabric panel are required (2—l2OV,
isiyiiy MIN. COVER 20 amp; 1-120V, 15 amp). Separate conduits required for phone or Internet
Geotextile line.
GRAVEL !' Gravel
COVER CONDUIT `""- ;`•rain Hol> —
MINIMUM 16" `../ max- . 22. Recirculation Timer Settings: SHEET ME
.1'•11 TIME ON/OFF: 0.64/14.36 minutes
TO UV�' TO RECIRCULATION PUMP Galvanized 25 gpm to each Pod (total of 2 Pods). System Detail �3
TO POWER SOURCE
ALL CONDUIT 48'burial ( Poe Elbow
INSTALL TO BE 3/4"(min) 48•burial (min)
MULTIPLE
CONDUITS AS
ORAM1l 9Y: CRFAIED 011:
NEEDED 3'BURIAL DEPTH S Jones 7/5/2022
MINIMUM �' �NSkD O'
•
IElEAsm BE RBL:tow ale
Not to scale Not to scale
Dww1Nc M1tkFR
©Control Panel Support Ward Hydrant(if spgot not located within 50'of tanks) [ —7

�, SHOAF PRECAST SEPTIC INC. MODEL:TS 1500 STB
.CASTE-SE 24'ACE �• 4130 WEST US HWY 64
-IORENCO RISER LEXINGTON, NC 27295 NON TRAFFIC
ADAPTER PHONE [phone]
1500 Gallon Septic Tank
• • ./• • •. FAX [phone]
~ Oren R 24' 6'--1 Orenco 24'' WWW.SHOAFPRECAST.COM
Riser Buse Riser Bose
s/Lid • A/Lid SHOAF-1,500 SEPTIC TANK
STB-390 NON TRAFFIC
60' S .\ LIQUID CAPACITY-1,517 GALLONS/AIRSPACE-10'
TANK HEIGHT-70'
24 — 24• %-- 4' INLET 6
OUTLET BOOTS BOTTOM OF TANK TO CENTER OF INLET-61'
••
Tor VIE �.)� . ON ENDS OLNY BOTTOM OF TANK TO CENTER OF OUTLET-59'
LENGTH TO WIDTH RATIO-2 TO 1
■wT❑P VIEW MEASUREMENTS SIZE OF INLET I OUTLET-4' PIPE 1. Septic tank to be approved by NC
ARE TO WIDEST DIMENSIONS Department of Environmental Health.
TYPE OF INLET & OUTLET-POLYLOCK OR EQUAL (MEETS ASTM C-923) 2. Septic tank to be buried With min
CONCRETE PSI-40001 TANK WEIGHT- 13,000 LBS. 12" soil cover.
REINFORCEMENT PER STATE CODE 3. Leakage testing of tank is required.
SCALE - N.T.S. Allowable leakage must not exceed 1%
of tank capacity per 24 hour period.
r 4. cone in Pence Orenco Riser adopters ,. 4. Documentation of tank testing shall
L NDTE I'BUTYL RUBBER be provided to certifying Engineer.
INLET Imy1
7 MASTIC SEALANT STATE OUTLET CONTDAIOIS IN JOINT APPROVAL p 5. Tank risers to extend minimum of
66• SHOAF-1500 6" above finished grade.
R9' se STB-390
6. Final grading shall slope soil away
...NOTE-TEE NOT ._,..._.2 from tank openings.
R 2• a SUPPLIED N B
1 1C AIRSPACE I.VAT;LEVEL B I ® 1
T
- -VENT 17 Il 2•SUIT
IT
sr
TO BOTTOM OF To. 63.
Ye 4' OUTLET O Q O 0
TO BOTTOM ❑ °�
4' INLET FLOW 04'FL❑W
THROUGH THROUGH
4.
4• SIDE VIEW 6' END VIEW
Ts• 35•
m•
116'
62• -
I22'
Not to scale

SHOAF PRECAST SEPTIC INC. MODEL: TS 1775 PT
..ewrE-USE 24' 126' 4130 WEST US HWY 64
CAST-IN-PLACE
°"`"` LEXINGTON, NC 27295 NON TRAFFIC
120'
PHONE [phone] 1775 Gallon Pump Tank
FAX [phone]
y '3 j• WWW.SHOAFPRECAST.COM
6'
3'—
Orenco 24' Orenco 24'' SHOAF-1,775 PUMP TANK
i
Riser Base Riser Base
w/ Lid • e/Lid ' PT-352 NON TRAFFIC
• LIQUID CAPACITY-1,775 GALLONS INCLUDING 10' AIRSPACE
66' 60' a y GALLONS PER INCH-28.17 (AVERAGE)
l } TANK HEIGHT-70'
—24'— 24' ; 4' BOOT ON
INLET AND BOTTOM OF TANK TO CENTER OF INLET-59'
TOP VIEW '.).' : OUTLET ENDS LENGTH TO WIDTH RATIO-2 TO 1
' ONLY
SIZE OF INLET-4' PIPE
NO SIDE ..TOP VIEW MEASUREMENTS SIZE OF INLET-STATE APPROVED RUBBER BOOT
KNOCKOUTS ARE TO WIDEST DIMENSIONS
CONCRETE PSI-4000; TANK WEIGHT- 13,000 LBS.
REINFORCEMENT PER STATE CODE
SCALE - N.T.S.
1. Recirculation tank to be
CAST IN PLACE ORENCO RISER ADAPTERS approved by NC Department of
F4'� F3. STATE ..NDT S' SUTYL RUBBER Environmental Health.
,L • ItCONTINUOUS IN JOINT 2. Recirculation tank to be buried
1 � SHOAF-1775
126' INLET PT-352\ 66' with minimum of 12" soil cover.
120 60' 3. Leakage testing of tank is
79• 39• J� �,....•/ required. Allowable leakage must
10' AIRSPACE• 2WATERLEVEL 1�----I not exceed 1% of tank capacity per
` VENT CIS
ENT 24 hour period.
4. Documentation of tank testing
59' 57 3• shall be provided to certifying
TO BOTTOM OF 4''• FLOW 53, TO BOTTOM OF 4' 70' 63' FLOW - Engineer.
INLET FROM POD 7 THROUGH INLET FROM ST THROUGH' 5. Tank risers to extend minimum
�� , • 0 of 6" above finished grade.
12' a 6. Final grading shall slope soil
, SIDE ' 7 VIEW . 6' f` L. I 'ENB VIEW �`, away from tank openings.
75' 35'
56' -
116'
62' Not to scale
122' -

Technical Data Sheet
PRTA ABS Tank Adapters
800-348-9843
Applications General
PRTA tank adapters are used to provide a structural,water- Orenco's PRTA tank adapters are molded plastic products and
tight method of installing a 24-in. (610 mm)or a 30-in. (762 mm) therefore have excellent part-quality and consistency. PRTA
access riser over a tank opening. 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-
A 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 Cast in Place Tank Adapters
O
PRTA30 On for each end of each tank.
4 x PRTA24
PRTA24BDKIT(6 anchors)
PRTA30BDKIT(12 anchors)
Nomenclature
� PRTA
B I Riser diameter
24 = 24"riser(Perma-Loc,Ultra-Rib,KOR FLO)
30 = 30"riser(Perma-Loc,Ultra-Rib)
ABS riser tank adapter
p Side view
1
Materials of Construction
Tank adapter ABS
Concrete anchors Stainless steel anchor bolts
Sealant Butyl tape
Specifications
Dimensions* PRTA24 PRTA30
A-Outside diameter 23.38 in.(594 mm) 29.25 in.(743 mm)
B-Flange diameter 26.75 in.(679 mm) 34.25 in.(870 mm)
C- Horizontal flange 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)
*The tank adapter has a nominal 0.25 inch(6 mm)thickness.
©2009 Orenco Systems®Inc. NTD-RLA-PRTA-1
Rev.1.0,©9/09
Page 1 of 1

Technical Data Sheet
41.0
Access Risers — Ultra-RibTM
Orenco Systems
Incorporated
800-348-9843
Applications General
Orenco's Access Risers provide access to septic tank openings Orenco Ultra-Rib'"Access Risers are constructed of ribbed PVC
and can be cast into the tops of concrete tanks,bonded in place, pipe and are available in 12", 18",21",and 24"diameters.They can
or bolted down using a riser tank adaptor.They can also be used be ordered in 3-inch increments in lengths up to 13 ftfor 12"and
as valve enclosures. 18"diameter risers,and up to 14 ft for 21"and 24"diameter risers.
Standard Models
RR12XX,RU18XX, RR21XX,RR24XX RR24 XX-Adjust riser
height to allow for
Nomenclature
minimum 6"above
ground.
R + +
41111.-
I Discharge grommet:
vire 10=1"(25mm)
12=1-K"(32 mm)
15=1-)4"(38 mm)
20=2"(51 mm)
••"•"R" Splice box:
"�— S =1"(25 mm)grommet installed'
L =1-14"(32 mm)grommet installed'
S1 =SB1 attached
11n s 1 S2=SB2 attached
It R a.n^R S3=SB3 attached
--� ,,. S4=SB4 attached
L5=SB5 attached
L6=SB6 attached
SX=Predrilled hole for extemal splice box'
XS=Explosion-proof splice box for simplex pumps'
XD=Explosion-proof splice box for duplex pumps`
XT=Explosion-proof splice boxes for triplex pumps'
Riser height(specify in.or mm):
Riser diameter:
12=12"(305 mm)5
18=18"(457 mm)5
21 =21"(533 mm)
24=24"(610 mm)
Routing code:
U =Ultra-RibTM:18"(457 mm)
R =Ultra-Rib:12",21",24"(305,533,or 610 mm)
Riser
'For Orenco SB1-SB4 splice boxes
2 For Orenco SB5,SB6 splice boxes
Minimum riser height 18"(457 mm)
°Used in Class I Division I environments
'Not intended for use over pump vaults
Materials of Construction
Ultra-Rib"PVC Pipe: PVC
Specifications
Model RR12XX RU18XX RR21XX RR24XX
I.D. 11.74 in.(298 mm) 17.65 in.(448 mm) 20.50 in.(521 mm) 23.50 in.(597 mm)
Wall Thickness-excluding ribs 0.10 in. (3 mm) 0.19 in.(5 mm) 0.25 in.(6 mm) 0.25 in.(6 mm)
O.D.- including ribs 13.13 in.(334 mm) 19.44 in. (494 mm) 22.63 in.(575 mm) 25.63 in.(651 mm)
Weight in lbs per ft(kg per m) 5 lb(7.4 kg) 11 lb(16.4 kg) 15 lb(22.3 kg) 19 lb(28.3 kg)
©2009 OLenco Systems°Inc. NTD-RLA-RR-2
23 Rev.1.2,©8/09
Pagel of 1

Access Risers and Tank Adapters o Incorporated
800-348-9843
Installation Instructions
Access risers provide access to septic tank openings,simplifying inspection and maintenance procedures. It is important
that the riser be sized correctly and installed properly(i.e.,appropriate tank adapter,attachment method,etc.)to ensure a
watertight seal.Without a watertight seal, groundwater or surface water can leak into the tank, reducing the tank's perfor-
mance.When setting a riser,orient the grommets in the appropriate directions before bonding to the tank.
In this document,metric equivalents are omitted for nominal dimensions,such as riser and pipe diameters. If you are using
pipe other than IPS standard sizes, consult your Distributor for adapters you may need.
Riser Sizing
The installed riser should extend about 3 in.(76 mm) above the finished ground level (approximately 2 in.[51 mm]for tank
settlement and 1 in. [25 mm]to ensure drainage away from the riser). If the riser is too long, it may be cut to the appropri-
ate height using a circular saw or table saw.Always cut excess length from the bottom of the riser.To ensure a good fit and
watertight joint,a square cut is essential. If the riser is too short,a grade ring may be used as an extension.
Selecting a Riser and Tank Adapter Installation Method
To select an appropriate riser and tank adapter installation method,first determine the type of tank being used: concrete or
fiberglass.Then refer to the chart below,as you follow these steps:
Concrete Tanks
1. Determine desired riser diameter.
2. Determine if the riser tank adapter will be cast-in or bolted down.
3. Referring to the chart below,pick the appropriate tank adapter for your riser diameter and method of attachment.
If the bolt-down method is being used,make sure the adapter you selected will cover the tank's opening.
Orenco Fiberglass Tanks(contact your distributor or Orenco for other fiberglass tanks)
1. For 30-in. riser, choose the FRTA30-FRP tank adapter.
2. For 24-in. riser, no adapter is needed;24-in. riser fits tank directly.
Riser diameter Method of attachment Tank adapter Maximum tank opening
24 in. Bolted down or cast into concrete tank PRTA24 24 in. round/17 in. square* *NOTE For PRTA 24
30 in. Bolted down or cast into concrete tank PRTA30 30 in. round/21 in. square* and PRTA 30 risers,
21 or 24 in. Bolted down to concrete tank or epoxied RRFTA 24 in. round/24 in. square the minimum tank
to top of non-Orenco FRP tank opening is 19in.,
30 in. Bolted down to concrete tank RRFTA30 30 in. round/30 in. square but20in.is recom-
30 in. Glued onto Orenco FRP tank or PRTA24, FRTA30-FRP NA mended,so that the
allowing it to accept 30-in. riser. Biotube Pump Vault
12 in. Bolted down to concrete tank RUBDKIT 10 in. round/7 in.square (PVU)can rest
18 in. Bolted down to concrete tank RUBDKIT 16 in. round/11 in. square on the lip of the
Choosing Your Instruction Set opening.
Following are five different installation instruction sets for adapters,depending on your application,adapter,and method of
attachment. Refer to the chart below to determine which instruction set to use. Instructions for installing grommets in risers
are also provided.
Instruction set Adapter type used Page
1. Orenco FRP Tank Adapter FRTA30-FRP 3
2. Cast-In Adapters PRTA24, PRTA30 4
3. Round Bolt-Down Adapters PRTA24, PRTA30 5
4. Square Bolt-Down Adapters RRFTA, RRFTA30 6
5. No Adapters: Ultra-Rib Bolt-Down Kit None,Ultra-Rib pipe 7
Installing Grommets in Risers 8
2406 Orenco Systems"Inc. NIN-RLA-RR-1
Rev 2.7,10/06
Page 1 of 8

Installation Instructions (continued)
About Adhesives
ADH100 is a single-component adhesive/sealant for sealing pipe grom-
i = mets and joining PVC or fiberglass risers to ABS or fiberglass PRTA-
q style tank adapters(where the joint is in shear). Handling strength is
cabachieved within 12 hours,and full cure in 2to 3 days. It comes in a
wpm -_ R 10.2-oz(300-mL) cartridge tube for application with a caulking gun.
sas •
ADH10(IPS810)adhesive is a white,two-component,self-leveling
methacrylate adhesive for bonding PVC,ABS,fiberglass,and concrete.
h
ADH10 comes in pint(500-mL) and quart(1000-mL)kits,consisting of 7[ A and B components(adhesive and activator),and requires hand mix-
ing. If a self-leveling adhesive is NOT required or if concrete is NOT
being bonded,SS115 or SS140 is preferred over ADH10.
ADH845 adhesive is a tan two-component methacrylate adhesive for
Clockwise from left:ADH10(IPS810)quart SS115, bonding PVC,ABS,fiberglass,and concrete.This is our only adhesive
00,SS140,ADH845,ADH10(IPS810)pint,and
MA32 formulated to work in wet conditions or even under water,makingit
MA320
ideal for field repairs. Repairs on leaking riser connections are pos-
sible, but any water pressure must be removed during the repair.
ADH845 has the consistency of molasses, comes in 400-mL cartridges,
and requires the manual dispensing gun ADH845-GUN.
MA320 is a white two-component methacrylate adhesive that bonds
PVC,ABS and fiberglass to themselves or each other, but does not
bond to concrete. It comes in a two-part 200-gram see-through plastic
pouch that must be kneaded to mix the two components,then cut open
and squeezed to apply adhesive.
SS140 adhesive is a gray two-component methacrylate adhesive for
bonding PVC and fiberglass to themselves or each other. It does not
bond to concrete. It has the consistency of toothpaste and will sag
slightly in warmer temperatures. Surface roughening is recommended
and provides the best bond strengths, but is not always necessary. Use
SS140 above 65°F(18°C) and SS115 below 50°F(10°C).Working life
of mixed adhesive is typically 20 to 30 minutes,and it usually hardens
in less than 2 hours,depending on temperature and adhesive thick-
ness. It comes in an 870-mL two-part cartridge and can be dispensed
from pneumatic gun SS-MK or,for occasional use, manual gun SS-MK-
MANUAL GUN.
SS115 adhesive is a white two-component methacrylate adhesive with
properties similar to those of SS140 and comes in the same two-part
cartridge,but has a much shorter open time for use in cooler tempera-
tures and jobs where quicker cure times are desired,or for applica-
tions where a white color is desired.Working life of mixed adhesive is
typically 10 to 15 minutes,and it usually hardens in less than 45 min-
utes,depending on temperature and adhesive thickness.
NIN-RLA-RR-255 ©2006 Orenco Systems.Inc.
Rev 2.7,10/06
Page 2 of 8

Installation Instructions (continued)
''''�..f""" Instruction Set 2: Cast-In Adapters
�� 4 "j"'f '' Adapter used: PRTA24 or PRTA30
' � 'r Adhesive used: ADH100, MA320,SS115,or SS140
Bolt-down kit used: None
Step 2a:Apply Adhesive
'144400000 Apply adhesive to the outside surface of the riser tank adapter.
Hint: If you plan to backfill the same day,the use of MA320,SS115 or
SS140 adhesive is recommended because of their quicker cure times.
Cast-in PRTA30 tank adapter If you have multiple riser installations and do not have bulk adhesive
(SS115/SS140), consider using both MA320 and ADH100.Apply just
T c\ enough MA320 on the outside of the tank adapter for a quick structural
®' # joint(cure time is typically less than an hour).A single package of
MA320 can be used to provide a structural joint on two or three risers.
- ',,`, 71 . Then apply ADH100 to the inside of the adapter and the riser joint,for a
watertight seal.
' * - Step 2b: Place Riser
w „
.':440`- Orient the riser correctly and carefully slide it onto the adapter before
.7' the adhesive cures.
Step 2c: Seal Adapter-to-Riser Joint
Apply adhesive to the inside of the adapter and riser joint. Use a putty
��— � '" knife or similar tool to form a continuous fillet between the tank adapter
2b W and the inside of the riser.
-_. Step 2d: Cure Adhesive
~ Allow adhesive to harden before backfilling. For ADH100, handling
strength is typically achieved within 12 hours. For MA320, cure time is
..., ` �" . ' .'" achieved within 30 minutes to 3 hours,depending on temperature.
® /
NIN-RLA-RR27 ©2006 Orenco Systems'Inc.
Rev 2.7,10/06
Page 4 of 8

Installation Instructions (continued)
0 ; / Grommet(at 12 o'clock) Installing Grommets
I� Splice box
11
l Discharge Step 1: Mark the Riser
,i assembly To install grommets in the field,first mark the riser for location of the
/i grommets. (For Perma-Loc risers,you should try to avoid
(g •_._ Grommet
4 � -1• -.. cutting through the pipe seam—the extra thick rib—unless it is
\ :*� (at 3 o'clock)
Support pipes unavoidable.)
ANL
Biotube pump vault
'4. Step 2: Notch the Ribs
Using a 4-in. (100-mm)grinder or other cutting tool,notch through the
O • PVC ribs to the wall of the PVC riser. Remove an area of ribbing equal
to approximately 1 in.(25 mm)larger than the grommet diameter.
t ,.+fit Step 3: Remove the Ribs
'� Using a hammer and chisel,break the notched ribs from the riser. Use a
grinder to remove any remaining rib material so that you are left with a
"611P smooth area,ensuring a watertight fit. (Hole saws with attached pocket
cutters are available from Orenco;they cut away the ribs as the hole is
In • i cut,eliminating the need to notch and break the ribs.)
• Step 4: Cut the Hole
Using the Grommet Hole Saw Sizing Chart below,select a hole saw
III for the grommet installation and drill out the opening.(If you are using
pipe and grommets other than U.S. nominal sizes,ascertain the correct
hole size for your grommet.)Use a deburring tool or knife to deburr the
la - edges of the opening, being careful not to enlarge the
-,�y opening.
t «; Grommet Hole Saw Sizing Chart
OW
Grommet size(in.) Hole size(in.) NOTE:
` 1/2 1 Grommet size=nominal
« z 3/4 1 1/4 OS)pipe size. For more
`' 1 1 9/16 information about grommet
'V' 1-1/4 1-3/4 dimensions and actual pipe
• 1-1/2 2 1/8 0.D.,see Orenco's Grommet
N, Submittal(NSU-RLA-PG-1),
2 2 3/4 available from the Document
3 3-7/8
© f •
4 5 Library at www.orenco.com.
1!_
• r Step 5: Glue in the Grommet
Install the grommet in the riser.Apply a bead of ADH100 adhesive to
the groove of the grommet before inserting it into the riser hole.This
will make the grommet more secure and will overcome any imperfec-
tions in the drilled hole.
M.
M1
NIN-RLA-RR.31 ©2006 Orenco Systems.'Inc.
Rev 2.7,10/06
Page 8 of 8

Technical Data Sheet '
4'10,s
Fiberglass Access Lids °si
Orenco Systems
Ineorporaetl
800-348-9843
Applications General
Orenco®Fiberglass Access Lids provide a secure covering Orenco Fiberglass Access Lids are molded using fiberglass
for risers,pump basins,and access ports. Lids fit Perma- reinforced polyester resin encapsulating a wood or structural
LocTM,Ultra-RibTM,Kor FIoTM,and Ultra-CorrTM pipe. Orenco foam core,for added durability and longevity.The finish is
Fiberglass Access Lids are capable of supporting a 2500-lb green or brown and the top surface is textured to provide a
(1134-kg)wheel load;however,they are not designed or nonskid surface. Gasketed lids include a polyurethane or neo-
recommended for vehicular traffic. prene gasket. Lid comes with either two or four 5/6-inch stain-
less steel flathead socket cap screws and a hex key wrench.
AIIIIIIIIIIIIIIIIIIIIIIIiikx Standard Models
FL4 4 46 F OG FL36G 8G
F 21 FL24G FL2 L3 FL1 4BU L G 8G
Nomenclature ar n l to c
(total totsI of 5)
FL 00
-0
TOpt
ions:
Bottom Blank=green
?:`:?>::': '' B =brown
W = warning label(24"and 30"only)
C = custom logo
ATX = AdvanTex logo(24"only)
Attachment method:
Blank = 2-bolt-hole lid(30"diameter only)
Cutaway view 4B = 4-bolt-hole lid(24",and 36"diameter only)
4BU = 4-bolt-hole lid Ultra-Rib(18"and 24"
EZ ==liiii diameter only)
8B = 8-bolt-hole lid(48"diameter only*)
Core Options:
Groove I.D. ► G = gasket
V = vent
Gasket
CF = carbon filtert
iii Lid O.D. 12 = 2"insulation:
14 = 4"insulation:
Lid diameter: 18",21",24",30",36",48"
Fiberglass lid
*48"lids come without bolt holes unless FL48G-8B is ordered and hole
Materials of Construction locations are specified.For a 48"lid with no holes,to mount on a concrete
riser,specify FL48G.
Lid Fiberglass t For more information on this option,see the Carbon Filters Submittal Data
Sheet,NSU-RLA-CF-I.
Core Wood(structural foam in FL36) +Blue Styrofoam""has anR-value of 10 per each 2-inch(51mm)increment.
Gasket Polyurethane or neoprene
Note:for basin bottoms without bolt holes,specify FLI8,FL21,FL24,or FL30.
Specifications
Model FL18G-4BU FL21G FL24G-4BU FL24G-4B FL3OG FL36G FL48G
Lid 0.D.in.(mm) 20.25(514) 22.5(572) 26.25(667) 25.5(648) 32.6(829) 39.63(1006) 53.88(1368)
Groove I.D.in.(mm) 17.5(445) 20.25(514) 22.75(578) 23.25(591) 28.75(730) 35(889) 47.5(1207)
Avg.thickness in.(mm) 0.75(19) 0.75(19) 0.75(19) 0.75(19) 1.0(25) 1.5(38) 1.5(38)
Weight lb(kg) 7.25(3.3) 9.75(4.4) 12.5(5.7) 12.5(5.7) 21.5(9.8) 41.0(18.6) 103.0(46.7)
Gasket type polyurethane polyurethane neoprene polyurethane polyurethane polyurethane polyurethane
Applications Ultra-Rib Ultra-Rib Ultra-Rib Perma-Loc Perma-Loc Kor Flo Call for more
Perma-Loc Kor Flo information
©2008¢rgnco Systems®Inc. NTD-RLA-FL-1
aG Rev.1.0,©9/08
Page 1 of 1

Technical Data Sheet
External Box Splice ° .•Um•
Incorporated
800-348-9843
Applications Standard Models
The Orenco External Splice Box attaches outside the access SBEX1-4,SBEX1-4-P
riser of an underground tank. It is engineered specifically for
water and wastewater treatment systems and is especially suited Nomenclature
for use in locations prone to high groundwater and other wet
conditions. Its separate conduit hubs,large volume,and optional SBEX1-4 -
dividers make it useful for maintaining isolation of high and low T
voltage wires where needed. It has four cord grips which accom I Blank=no divider plates
modate power cords for floats and pumps of 0.170-0.470 inches P =divider plates
(4.3-11.9 mm)in diameter.Unused cord grips can be plugged
watertight with the supplied cord grip plugs. Each External Splice External splice box
Box is provided with a hole-cutting template to simplify installa-
tion on the riser.
General SBEX1-4, One for Recirculation Tank
and One for Pump Chamber. Run
pump and float cords through Splice
To specify the Orenco External Splice Box for your installation, Box to Panel. DO NOT CUT WIRES
require the following: IN SPLICE BOX
• 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 cm')for easy wiring access and to
accommodate multiple wiring configurations I .
• 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 vol-
tage wires from separate conduits or direct-bury cable
•
•
.t
/ r
1 rrj„ _
The External Splice Box is molded of a UL
(f1)rated PVC alloy.It has a UL Type 6P list-
ing for prolonged submergence.
Val* -
.+wr—
©2009 Orenco Systems"Inc. NTD-SBEX-1
Rev.1.0,©5/09
Page 1 of 2

External Splice Box (continued)
Physical Specifications Materials of Construction
Volume 100 in.'(1639 cm3) Splice box PVC alloy
Cord grips 4 per SBEX Cord grips Nylon
Cord grip plugs 3 per SBEX Cord grip plugs EPDM rubber
Cord diameters 0.170-0.470 in.(4.3- 11.9 mm) 0-rings Buna rubber
accommodated Conduit hub plug PVC per ASTM D-1784
Conduit hubs 2
Conduit hub plug 1
Conduit sizes M in.
accommodated 1 in.(with coupling)
'/2 in.(with fitting or bell end)
Diameter of hole 5 in.(127 mm)
into riser (hole-cutting template included)
5.24 in.(133 mm)
Threaded 5 MIMI in.(133 mm)
cap — -_
PRIN
1 7 .
4.5 in. ` ' # t� `�
(114 mm) ' g f. m
r
p T hS �h
1
��S
...... 61,,,,
�I .„ 1 f,�1 S, Rf
F
........,
aii
;r 'tr; H.yY#x
r.
, ,
. ..
, , ,,,,,,,,...,,,,„,,,_„
.1 3 -._23- '3, .3
'...''''.:.,,1_::1''''4/*'1,
Cord grip Cord grips Cord grip Optional I Conduit Optional
plugs(3) (4) plate divider hubs(2) divider
Conduit
hub plug (1)
NTD-SBEX-1 ©2009 Orenco Systems"Inc.
Bev.1.0,©5/09
Page 2 of 2

Orenco' Technical ale Sheet
8-in. to 15-in. Dia,
Biotube Effluent Filters
Applications Standard Models
Orenco®8-inch to 15-inch Biotube,,Effluent Filters are designed to FT0854-36,FT1254-36,FT1554-36, FT0822-14B, FT1254-36AR
remove solids from effluent leaving commercial septic tanks.They can
be used in new and existing tanks. Product Code Diagrams
General FT — - 36 t J
Tloat switch bracket and slide rail options:
Orenco®8-inch to 15-inch Biotube®Effluent Filters*are used to improve Blank = no options selected
A = float switch bracket installed
the quality of effluent exiting a commercial septic tank.The Biotube R = slide rail installed;
cartridge fits snugly in the vault and is removable for maintenance,the Cartridge height,in.(mm):
handle assembly snaps into the notches in the top of the vault,and the 36= 36(914),standard
tee handle can be extended for easy removal of the cartridge.A"base 8esin48 g'tn.(mm)
" 54= 60(1524)inlet model(see P2)is available for low-profile tanks.An optional slide 60=66(1676) FTP 08-54-36 NC
rail system,available on larger models,simplifies installation and pro ss(,s7s mm)
videstankaccessforservicin g. Filterd 08(20r,)n.(mm):
oe= e(206)
12= 12(300)
15= 15(375)
Handle assemblyFilter mesh option:
Blank = Win.(3-mm)filter mesh
ir
I P = %r.in.(1.6-mm)fitter mesh
Biotube'.effluent Otter
'r Alarm float assembl •Minimum liquid level(MLL)information:
/� y 54-in.(1219-mm)housing for MLL of 47-63 in.( 9160 mm)
41 O„' 54-in.(1372-mm)housing for MLL of 47-63 in.(111194-
16011 mm)
(ordered separately) I 60-in.(1524-mm)housingfor MLL of 64 84 in.(1626-2134 mm)
Olio66-in.(1676-mm)housin for MLL of 85-112 in.(2159-2845 mm)
1 For 12-and 15-in.(300-and 375-mm)only;use slide rail option
when only one access is available for the filter chamber
FT 22 - 148
-000 n�,.
0o0 _0
-
ks Pipe coupling Float switch bracket and overflow plate options.
00008!k, Blank = no options selected
A = float switch elbow installed
FSO = overflow plate installed
Base inlet model
Biotubes Cartridge height,in.(mm):
14= 14(356),standard
Filter housing height,in.(mm):
Q !)IIVault 22= 22(558),standard
Filter diameter,in.(mm):
i 08= 8(200)
12= 12(300)
Inlet holes -[ Filter mesh option:
oes , i
Blank = %-in.(3-mm)filter mesh
P = Yn.-in.(1.6-mm)fitter mesh
Biotube-°effluent filter
Support coupling
Materials of Construction
\ Vault PVC
1\---...
i Pipe coupling PVC
upport bracket 4Handle components PVC
Cutaway view Side view
Support coupling and bracket PVC
Biotube®cartridge Polypropylene and polyethylene
•Orence Biotube Effluent Filters are covered under multiple U.S.and international patents Note:Support coupling and support bracket are available on 12-inch and 15-inch filters only
Orenco Systems`'Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD-FT-FT-2
Rev.1.1,©09/14
Page 1 of 2

Orenco Technical Data Sheet
Air vents and discharge orifices
Air vent 0 0
Discharge orifice(s) 00
O
8-in.base 8-in. 12-in.to 15-in.
inlet models models models
El• A
d a°a�°°°°°ogo°°0 o0°gig •
a°V bd' 0 °go°V.
a 0 000g 0°0°0°�0 0 0 0 0 u
000°0°° °0°00
a ,Po Mo dgo Na
sas°0°04q,0°°°°
°°0r0°gag 0g°g ga 0°°
a0gas$0°°°ee °Es
as°0°0°�°°a°°0°0�°°
0°°°P;0 0°0°0 °°°°°0 °°° A A
A ' a°°°°0°0°0°0°a0°°00° — -
OS
Leo so D=d' °o°kg°Oo°� :Yi. %1 '0"f;•w
.14
0a a° a° °°° a 1 0° fs r
°°00 a°°a00 0°a 00a°°°° :, .
d 0 a,'0�°0°0g°°°°°00Rgl
°°e r
0°a a°°°°a 000°as g°o° A r:; 1::i r:
g°g°0°ga°0�00°0 °0 0 a¢. ; r .41 D E
N a X°VO oa °° Doug: °o is it d, ;i:i: 1 1
o°°°°°°°°°u°°0u°u°°° °°°°Oa .r,:::
g°go-ore0g�o �ooa C D E c= : ,i-€
0goo°000 o%00,o0 00°°a`° $5in i + ,Il al= I1 5-in
B ►I 1,1 - B —il
Standard model Base inlet model
Specifications
Model F10854-36 F10822-14B FT1254-36 F11254-36AR F11554-36
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 areal,ft2 14.6 6.0 30.0 30.0 50.5
Flow area**,ft2 4.4 1.8 9.0 9.0 15.2
'Inlet hole height can vary depending on the configuration of the tank.Optimum hole height is 65-75%of the minimum liquid level.
t No inlet holes required,because influent enters between the vault base and the bottom of the filter cartridge.
#Filter area is defined as the total surface area of all individual Biotubee within the filter cartridge.
Flow area is defined as the total open area(area of the mesh openings)of all the individual Biotubes within the filter cartridge.
NTD-FT-FT-2 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.1.1,®09/14
Page 2 of 2

Buotube® Pump Vault
Applications Standard Features & Benefits
Orenco's patented* Biotube Pump Vaults are ideal for filtering and • Installs quickly in • Removes approxi-
transporting effluent from septic tanks or separate dosing tanks in new or existing mately two-thirds of
effluent pumping systems.They prevent large solids from leaving the tanks suspended solids,
tank, dramatically improving wastewater quality and extending the life • Easy access design on average
of downstream treatment systems. Each pump vault houses either one allows filter car- • Accommodates
(Simplex) or two (Duplex) High Head Effluent Pumps, discharge tridge removal with- Simplex or Duplex
assembly(ies), Biotube filter cartridge, float switch assembly, and float out pulling the pump configuration,for
stem bracket. Pump(s), float switch assembly, and discharge assembly(ies) or vault;simplifies use with one or
are ordered separately. filter inspection and two pumps
maintenance • Float stem bracket
• Patented Biotube allows
o s easy removal
filter has several and adjustment of
,. times the filtering float assembly
capacity of other
will ilw p Sturdy,molded
pump vaults
polyethylene and
• corrosion-proof
construction
Orenco's Biotube Pump Vault ensure long life
comes with Biotube filter cartridge,
float stem bracket, and support Biotube Filtering Process
pipes. The unique Biotube filter
cartridge provides a large filter Effluent from the enters the annular
surface area (we specs. on back) relatively clear zone space between the
inasmall space, to resist clo n of the septic tank, housing and the
while providing maximum between the scum Biotubes,utilizing the
I; long-term protection. and sludge layers, Biotubes'entire
6 enters the Biotube surface for filtering.
Pump Vault through Particles larger than
inlet holes in the the Biotube's mesh
housing. Effluent then are prevented from
<` leaving the tank.
,
:*444f
__
7f
CSI
Orenco Systems'
Incorporated
'Covered by patent numbers 5,492,635 and 4,439,323
Changing the Way the
APS-BPV-1
Maid Oros Wastruaur^
Rev.2.2©9/01 www.oronca.com

Model Code for Ordering Biotube Pump Vault Components
BioTube Pump Vault
Biotube° Pump Vault PVU-72-24-19
PVU OD_OD DO Discharge pipe
Indicates inlet hole height:(inches)
Cartridge height: 18",24",36"standard
,
A Vault
Vault height:57",66"-96"in 6"increments
Universal Pump Vault ••
Flow inducer
Biotube"handle
assembly
"'''� Float switch
r " '"' Vaultassembly
.�"+ ''� �' height t. (ordered sep.)
Biotube filter
/ a 1" _; - cartridge
' C I. Inlet holes
I
High head
Inlet hole II effluent pump(s)
E,,asy access design allows filter cartridge removal without I
height (ordered sep.)
pulling the pump or vault;simplifies filter inspection and
maintenance
Biotube Cartridge Effective Filter Surface Area r
Cartridge Height 12"Diameter
18" 15.5 ft' To Order
z
36" 30.9 ft2 Call your nearest Orenco Systems®, Inc. distributor.
For nearest distributor, call Orenco at 1-800-348-9843 or go to
Oirncol Biotube Pump Vault is available in standard and www.orenco.com and click on "Distributor Locator."
customized configurations Contact Orenco or your nearest
distributor for sizing recommendations ©Orenco Systems®Inc 2001
Tank Access and Riser Diameter
Biotube Series Tank Access Dia. Tank Access Dia. Riser Dia.
Minimum Recommended Minimum
PVU w/Simplex Pump 19" 20" 24"
PVU w/Duplex Pumps 19" 20" 30"
Distributed By:

Technical Data Sheet
PF Series 4" ( 100 mm)
Submersible Effluent Pumps
IncorPorared
800-3Orenc Systems
00-348-9843
Applications Features/Specifications
Our 4"(100 mm)Submersible Effluent Pumps are designed to To specify this pump for your installation,require the following:
transport screened effluent(with low TSS counts)from septic • Minimum 24-hour run-dry capability with no deterioration in
tanks or separate dosing tanks.All our pumps are constructed of pump life or performance*
lightweight,corrosion-resistant stainless steel and engineered • 1/-inch(3-mm)bypass orifice(patent pending)to ensure flow
plastics;all are field-serviceable and repairable with common recirculation for motor cooling and to prevent air bind
tools;and all 60-Hz PF Series models are CSA certified to the U.S. • Liquid end repair kits available for better long-term cost of
and Canadian safety standards for effluent pumps,meeting UL ownership
requirements. • TRI-SEALTM floating impeller design on 10,20,and 30 gpm
High-Head Effluent Pumps from Orenco®are used in a variety (0.6,1.3,and 1.9 L/sec)models;floating stack design on 50 and
of applications,including pressurized drainfields,packed bed 75 gpm(3.2 and 4.7 Usec)models
filters,mounds,aerobic units,effluent irrigation,effluent sewers, • Super stainless Franklin Electric motor,rated for continuous
wetlands,lagoons,and more.These pumps are designed to be use and frequent cycling
used with a Biotube®pump vault or after a secondary treatment • Type SOOW 600-V motor cable(suitable for Class I,Division 1
system. and Division 2 applications)
• Five-year warranty on pump or retrofit liquid end from date of
manufacture against defects in materials or workmanship
Discharge *Not applicable for 5-hp(373 kW)models
connection
Standard Models
See specifications chart,pages 2-3,for a list of standard pumps.
— Bypass For a complete list of available pumps,call Orenco.
orifice
Nomenclature
PF
—Ford length,ft(m)
Blank = 10(3)
20' = 20(6)
30 = 30(9)
Suction 50 = 50(15)
connection Voltage,nameplate:
1 = 115 94-hp(0.37kW)only]
200 = 200
2 = 230(220 if 50 Hz)
4 = 460
yFrequency:
ti 1 = single-phase 60 Hz
3 = three-phase 60 Hz Recirculation Pum
LL . 5 = single-phase 50 Hz PF5005 1 1 p
(,' Horsepower(kV):
05 = Yz hp (0.37)
10 = 1 pp (0.75)
c/' 15 = 1-3ihp(1.11)
20 = 2 hp (1.50)
30 = 3 hp (2.24)
50 = 5 hp (3.73)
Nominal flow,gpm(L/sec):
10 = 10(0.6)
dC'OU cY 20 = 20(1.3)
Sew Franklin Electric 30 = 50(1.2)
50 = 50(3. )
C US 75 = 75(4.7)
LR80980 Pump(PF Series)
L R2053896 'Note:20-foot cords am available only for single-phase pumps through 1.f1-Si hp
©2009 Orenco Systems®Inc. NTD-PU-PF-1
Rev.1.7,©8/09
Page 1 of 6

PF Series 4" Submersible Effluent Pumps (continued)
Specifications, 60 Hz I
I
a.
fa- i
t zm 61 t E - cr. v
Pump Model a � = 3 a z a A' x E o , d .� 3 =
PF100511 10(0.6) 0.5(0.37) 1 115 120 12.7 12.7 6 1 1/4 in.GFP 23.0(660) 16(406) 26(12) 300
PF100512 10(0.6) 0.5(0.37) 1 230 240 6.3 6.3 6 1 1/4 in.GFP 23.0(660) 16(406) 26(12) 300
PF10053200 10(0.6) 0.5(0.37) 3 200 208 3.8 3.8 6 1 1/4 in.GFP 23.0(660) 16(406) 26)12) 300
PF1007124.5 10(0.6) 0.75(0.56) 1 230 240 8.3 8.3 8 1 1/4 in.GFP 25.9(658) 17(432) 30(14) 300
PF100732004.5 10(0.6) 0.75(0.56) 3 200 208 5.1 5.2 8 1 1/4 in.GFP 25.4(645) 17(432) 31(14) 300
PF1010124.5 10(0.6) 1 (0.75) 1 230 240 9.6 9.6 9 1 1/4 in.GFP 27.9(709) 181457) 33115) 100
PF101032004.5 10(0.6) 1(0.75) 3 200 208 5.5 5.5 9 1 1/4 in.GFP 27.3(693) 18(457) 37(17) 300
PF1020126•7 8 10(0.6) 2(1.49) 1 230 240 12.1 12.1 18 1 1/4 in.SS 39.5(1003) 22(559) 48(22) 100
PF102032 10(0.6) 2(1.49) 3 230 240 7.5 7.6 18 1 1/4 in.SS 37.9(963) 20(508) 44(20) 300
PF102032006•8 10(0.6) 2(1.49) 3 200 208 8.7 8.7 18 1 1/4 in.SS 37.9(963) 20(508) 44(20) 300
PF200511 2011.5) 0.5(0.37) 1 115 120 12.3 12.5 4 1 1/4 in.GFP 22.3(566) 18(457) 25(11) 300
PF200512 20(1.5) 0.5(0.37) 1 230 240 6.4 6.5 4 1 1/4 in.GFP 22.5(572) 18(457) 26(12) 300
PF200532 20(1.5) 0.5(0.37) 3 230 240 2.9 2.9 4 1 1/4 in.GFP 22.3(566) 18(457) 26(12) 300
PF20053200 20(1.5) 0.5(0.37) 3 200 208 3.7 3.8 4 1 1/4 in.GFP 22.3(566) 18(457) 26)12) 300
PF2010124.5 20(1.5) 1(0.75) 1 230 240 10.5 10.5 7 1 1/4 in.GFP 28.4(721) 201508) 33(15) 100
PF201032004.5 20(1.5) 1(0.75) 3 200 208 5.8 5.9 7 1 1/4 in.GFP 27.8(706) 20(508) 33)15) 300
PF2015124.5 20(1.5) 1.5(1.11) 1 230 240 12.4 12.6 9 1 1/4 in.GFP 34.0(864) 24(610) 41(19) 100
PF201532004.5 20(1.5) 1.5(1.11) 3 200 208 7.1 7.2 9 1 1/4 in.GFP 30.7(780) 20(508) 35(16) 300
PF300511 30(1.9) 0.5(0.37) 1 115 120 11.8 11.8 3 1 1/4 in.GFP 21.3(541) 20(508) 28(13) 300
PF300512 30(1.9) 0.5(0.37) 1 230 240 6.2 6.2 3 1 1/4 in.GFP 21.3(541) 20(508) 25)11) 300
PF30053200 30(1.9) 0.5(0.37) 3 200 208 3.6 3.6 3 1 1/4 in.GFP 21.3(541) 20(508) 25111) 300
PF300712 30(1.9) 0.75(0.56) 1 230 240 8.5 8.5 5 1 1/4 in.GFP 24.8(630) 21 (533) 29(13) 300
PF30073200 30(1.9) 0.75(0.56) 3 200 208 4.9 4.9 5 1 1/4 in.GFP 24.6(625) 21 (533) 30(14) 300
PF3010124 30(1.9) 1(0.75) 1 230 240 10.4 10.4 6 1 1/4 in.GFP 27.0(686) 22(559) 32(15) 100
PF301032004 30(1.9) 1(0.75) 3 200 208 5.8 5.8 6 1 1/4 in.GFP 26.4(671) 22(559) 33(15) 300
PF3015124.5 30(1.9) 1.5(1.11) 1 230 240 12.6 12.6 8 1 1/4 in.GFP 32.8(833) 24(610) 40118) 100
PF301532004.5 30(1.9) 1.511.11) 3 200 208 6.9 6.9 8 1 1/4 in.GFP 29.8(757) 22(559) 34(15) 300
PF301534 30(1.9) 1.5(1.11) 3 460 480 2.8 2.8 8 1 1/4 in.GFP 29.5(685) 22(559) 34(15) 300
PF3020124.5•7 30(1.9) 2(1.49) 1 230 240 11 11 10 1 1/4 in.SS 35.5(902) 26(660) 44(20) 100
PF302032004.5 30(1.9) 2(1.49) 3 200 208 9.3 9.3 10 1 1/4 in.SS 34.0(864) 24(610) 41(19) 300
PF3030126•7•8 30(1.9) 3(2.23) 1 230 240 16.8 16.8 14 1 1/4 in.SS 44.5(1130) 33(838) 54(24) 100
PF3030326.8 30(1.9) 3(2.23) 3 230 240 10 10.1 14 1 1/4 in.SS 44.3(1125) 27(686) 52(24) 300
PF3050126•7'8 30(1.9) 5(3.73) 1 230 240 25.6 25.8 23 1 1/4 in.SS 66.5(1689) 53(1346) 82(37) 100
PF3050326.8 30(1.9) 5(3.73) 3 230 240 16.6 16.6 23 1 1/4 in.SS 60.8(1544) 48(1219) 66(30) 300
PF30503200 30(1.9) 5(3.73) 3 200 208 18.7 18.7 23 1 1/4 in.SS 60.8(1544) 48(1219) 66(30) 300
PF500511 50(3.2) 0.5(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) 0.5(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) 0.5(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) 0.5(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) 0.5(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) 0.75(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
PF50073200 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(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(0.75) 3 200 208 5.7 5.7 4 2 in.SS 26.4(671) 26(660) 39(18) 300
PF501034 50(3.2) 1(0.75) 3 460 480 2.2 2.2 4 2 in.SS 26.4(671) 26(660) 39)18) 300
PF5015124 50(3.2) 1.5(1.11) 1 230 240 12.5 12.6 5 2 in.SS 32.5(826) 30(762) 41(19) 100
PF501532004 50(3.2) 1.5(1.11) 3 200 208 7 7 5 2 in.SS 29.3(744) 26(660) 35(16) 300
PF5030124.5•7,8 5013.2) 312.23) 1 230 240 17.7 17.7 8 2 in.SS 43(1092) 37(940) 55(25) 100
Continued on next page
NTD-PU-PF-1 ©2009 Orenco Systems®Inc.
Rev.1.7,©8/09
Page 2 of 6

PF Series 4" Submersible Effluent Pumps (continued)
60 Hz, cont. d aTn re L
o I
Y-'n 0 61 d o p, W s e
.y y L' 3 m E o •N X S.
0 E en E c, d
0 G cn 9 C C d
Model _ = o z ¢ c c m _c, .= 3 ac
PF5030324,5.8 50(3.2) 3(2.23) 3 230 240 10.4 10.4 8 2 In SS 40(1016) 30(762) 46(21) 300
PF503032004,5.8 50(3.2) 3(2.23) 3 200 208 13.1 13.1 8 2 in.SS 43.4(1102) 30(762) 55(25) 300
PF503034 50(3.2) 3(2.23) 3 460 480 5.3 5.3 8 2 in.SS 40(1016) 31(787) 55(25) 300
PF505012 50(3.2) 5(3.73) 1 230 240 26.2 26.4 13 2 in.SS 65.4(1661) 55(1397) 64(29) 300
PF5050326'8 50(3.2) 5(3.73) 3 230 240 16.5 16.5 13 2 in.SS 59.3(1506) 49(1245) 64(29) 300
PF751512 75(4.7) 1.5(1.11) 1 230 240 12.1 12.3 4 2 in.SS 33.4(848) 30(762) 44(20) 100
Specifications, 50 Hz
Model
PF100552 10(0.6) 0.5(0.37) 1 220 230 3.9 4.1 6 1 1/4 in.GFP 23(584) 17(432) 26(12) 300
PF100752 10(0.6) 0.75(0.56) 1 220 230 6.2 6.2 9 1 1/4 in.GFP 26.8(658) 17(432) 30(14) 300
PF101552 10(0.6) 1.5(1.11) 1 220 230 10.5 11.4 18 1 1/4 in.SS 39.5(1003) 22(559) 46(21) 300
PF300552 30(1.9) 0.5(0.37) 1 220 230 4.1 4.1 4 1 1/4 in.GFP 22.5(572) 19(483) 26(12) 300
PF300752 30(1.9) 0.75(0.56) 1 220 230 6.1 6.1 5 1 1/4 in.GFP 24.8(630) 19(483) 29(13) 300
PF301052 30(1.9) 1(0.75) 1 220 230 7.4 7.4 7 1 1/4 in.GFP 28.4(721) 20(508) 32(15) 100
PF3015524.5 30(1.9) 1.5(1.11) 1 220 230 9.3 9.3 8 1 1/4 in.GFP 35.4(899) 24(610) 40(18) 100
PF500552 50(3.2) 0.5(0.37) 1 220 230 4 4 2 2 in.SS 20.3(516) 25(635) 29(13) 300
PF500752 50(3.2) 0.75(0.56) 1 220 230 6.3 6.4 3 2 in.SS 23.7(602) 25(635) 31(14) 300
PF501052 50(3.2) 1(0.75) 1 220 230 7.3 7.4 4 2 in.SS 27(686) 26(660) 35(16) 100
PF501552 50(3.2) 1.5(1.11) 1 220 230 9.1 9.1 5 2 in.SS 32.5(826) 30(7621 42(19) 100
'GFP=glass-filled polypropylene;SS=stainless steel.The 1 1/4-in.NPT GFP discharge is 2 7/8 in.octagonal across flats;the 1 1/4-in.NPT SS discharge is 21/8 in.octago-
nal across flats;and
a d the 2-in.NPT SS discharge is 2 7/8 in.hexagonal across flats.Discharge is female NPT threaded,U.S.nominal size,to accommodate Orence dis-
charge hose and valve assemblies.Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric-sized piping.
2 Minimum liquid level is for single pumps when installed in an Orenco Biotubetl4 Pump Vault or Universal Flow Inducer.In other applications,minimum
liquid level should be top of pump.Consult Orenco for more information.
3 Weight includes carton and 10-ft cord.
4 High-pressure discharge assembly required.
5 Do not use cam-lock option(Q)on discharge assembly.
6 Custom discharge assembly required for these pumps.Contact Orenco.
Capacitor pack included with pump.Custom control panel required.
e Torque locks are available for all pumps,and are supplied with 3-hp and 5-hp pumps.
Materials of Construction
Discharge: Glass-filled polypropylene or stainless steel
Discharge bearing: Engineered thermoplastic(PEEK)
Diffusers: Glass-filled PPO(Noryl GFN3)
Impellers: Celcon®acetal copolymer on 10-,20,and 30-gpm models;50-gpm impellers are Noryl GFN3
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-free windings.All thrust absorbed by Kingsbury-type thrust
bearing.Rated for continuous duty.Protected against thermal overload and equipped with surge arrestors for added security.
©2009 Orenco Systems®Inc. NTD-PU-PF-1
Rev.1.7,©8/09
Page 3 of 6

PF Series High-Head Effluent Pumps (continued)
Using a Pump Curve
A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow(gpm or L/
sec)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—the value,measured in gpm,expressed by the first two numerals in an Orenco
pump nomenclature.At low flow rates,TDH varies from pump to pump,so it is represented as a dashed line in the pump curves.
For most accurate pump specification,use Orenco's PumpSelect""software.
60 Hz Models
800 I I I I 400
PF10 Series,60 Hz,0.5-2.0 hp — PF20 Series,60 Hz,0.5-1.5 hp —
.. 700 PF1020 350 iPF2015
,e 600 ,e 300
1PF2010i
500 0 250 "'
400[PF1010 r 200
v .
e .300 1PF1007 .. a 150,PF2005
-0 PF1005,,,,� �_ -141111111111N at
w 200 rt.
100
PF1005-FC az
\\
100 w/1/4"flow 50
controller
i I 1 0
0 2 4 6 8 10 12 14 16 0 5 10 15 20 25 30 35 40
Flow in gallons per minute(gpm) Flow in gallons per minute(gpm)
900 i i ] f I I I I I I 450 1 1 I I I I I 1 I f
1PF3050 PF30 Series,60 Hz,0.5-5.0 hp — PF5050I PF50 Series,60 Hz,0.5-5.0 hp —
800 400 ."•
w w
a3 as
"` 700 ' 350
C 600 • C 300
1PF3030 1PF5030
• 500 '— 250
ca co
a) 'e441Ik at
400 1PF30201 200
co PF30115 a IPF5015
300 150 ...`_
a PF3010 a 1PF5010
$▪ 200 .... ... 0 100
PF30 �``� aPF5007
100 PF3005� --.14,. . 50-PSI
0 0
0 5 10 15 20 25 30 35 40 45 0 10 20 30 40 50 60 70 80 90
Flow in gallons per minute (gpm) Flow in gallons per minute (gpm)
NTD-PU-PF-1 v 2009 Orenco Systems',Inc.
Rev.1.7,CO 8/09
Page 4 of 6

Residential
AdvanTex®-AX2ODaa taa S She Filter The l
et
Applications Features/Unique Specifications
Orenco's AdvanTee Treatment System*is an innovative technology To specify this product,require the following:
for onsite treatment of residential wastewater.The heart of the •Wastewater treatment to better than "Secondary"Treatment
System is the AdvanTee Filter,a sturdy,watertight fiberglass basin Standards
filled with an engineered textile material.This lightweight,highly
absorbent textile material treats a tremendous amount of waste- •Consistent treatment,even during peak flows
water in a small space.The AdvanTex5 Treatment System is ideal for: •Timer operation for flow monitoring,flow modulation,and
• Small sites surge control
•System upgrades and repairs •Fixed film textile media(a polyester plastic),operated in an
• New construction unsaturated condition
• Poor soils •Consistent media quality
• Nitrogen reduction •Low maintenance beyond annual servicing
• Price-sensitive markets •Low energy consumption(under$1.25-2.50/month power cost
• Pretreatment at national average electric rate of$.08 kWh)
For sizing,see"AdvanTex'Design Criteria," NDA-ATX-2. •Complete pre-manufactured package,ready-to-install
•Watertight construction,corrosion-proof materials,tamper-
- proof lid bolts
-
_ - •Anti-flotation flanges
•Quiet operation
Standard Models
AX20,AX2ON
(AX20 units carrying the NSF logomark are labeled AX2ON, per
NSF protocol.)
Physical Specifications
Approximate Dimensions**
Filter Basin Length 91 in.
Width 40 in.
Height 31 in.
The heart of the AdvanTexN Treatment System is this sturdy, water- Area(footprint) 20 sq.ft.
tight fiberglass basin filled with an engineered textile material. Filter Dry Weight 300 lbs.
*Covered by U.S.patent numbers 5,980,748;5,531,894;5,480,561; **See AdvanTex` Treatment System drawings for exact dimensions
5,360,556;5,492,635;and 4,439,323. Additional patents pending.
IAX20-Total of 2
09
411),
O
Ovvenco Systems.
Incorporated AdvanTex•Treatment System AXN
Changing am Way the Models meet the requirements of
Add Dan Wtarreuwrn' ANSI-NSF Standard 40 ATD-ATX-AX-2
www.onw¢e-corn for Class I Systems. Rev.1.3,8/02
©Orenco Systems',Inc.

AdvanTex -AX
Installation Manual Treatment Systems
Residential Applications
An illustrated guide to installing
an Orenco AdvanTex` Treatment
System in a residential application.
of
t i
a
" ----- i l'IiI
Stbatk°11
Xn NV -xab e-
D�� al
,y°ur
Cad eC.
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Orenco Systems
Incorporated
Changing the Way the
World Doer tt temao,
800-348-9843
NIM-ATX-AX-1 541-459-4449
Rev.3.5,©10/08 www.orenco.com
Orenco Systems,Inc. www.vericomm.net
,

Installation Manual: Residential AdvanTex Systems
Before You Begin Page 1
Overview Page 2
Installation Steps
Step 1: Review or Sketch Site Plans Page 3
Step 2: Excavate and Set Tank Page 4
Step 3: Install Risers and Water Test Tank Page 6
Step 4: Excavate and Set AdvanTex Pod Page 8
Step 5: Install Filtrate Return and Discharge Lines Page 10
Step 6: Install Recirculating Splitter Valve Page 11
Step 7: Install Biotube'Pump Package Page 13
Step 8: Connect Transport Line to Pod Page 15
Step 9: Install Passive Air Vent Page 16
Step 10: Install Control Panel Page 17
Step 11: VeriComm'Control Panel Functional Test Page 18
Step 12: System Functional Test Page 20
Step 13: Backfill Installation Page 21
Appendixes = . .�.., . , TF., . .. .._ E3 a >
Appendix 1: AX20 Timer Settings Worksheet Page 22
Appendix 2: Installing Grommets Page 23
Appendix 3: RSV and Float Level Diagram Page 24
Appendix 4: PBAX Pump Basin Installation Page 26
Products described in this manual are covered by one or more of the following U.S.Patent numbers:6,540,920;6,372,137,5,980,748.5,531,894;5,480,561;
5,360,556,5,492,635;4,439,323.Products are also covered by foreign patents,and additional patents are pending.
NIM-ATX-AX-1 ©2008 Orenco Systems'Inc.
Rev.3.510/08

Installation Manual: Residential AdvanTex`e Systems 1
Before You Begin }
As the installer of an onsite wastewater treat-
ment system,you play a crucial role. Dealers,
regulators,homeowners, manufacturers, neigh- it tl
bors, service providers...we all rely on your II 11 a
it to 'Pi expertise and good work.At Orenco,we've
worked hard to make your installation as easy r tf x•
"hassle-free"ff _.. BYS�.' I I}ref'
and hassle-free as possible. t-�. • in .t,:
We're very proud of this wastewater treatment it
system.Like all our products,the AdvanTex®
Treatment System has gone through extensive
research, development,and field-testing.Then
each component is built to written specifica-
tions and subjected to quality review before Property owners,neighbors,regulators,Dealers,manufacturers,and
shipping. In addition, our AXN models meet service providers all depend on your careful installation.
the requirements of NSF-ANSI Standard 40
for Class I Systems. If this system or any of its components possesses flaws that would inhibit its proper function-
ing,please contact your authorized AdvanTex Dealer.The Dealer can also provide repair and replacement instruc-
tions and replacement components. If there is no authorized AdvanTex Dealer in your area,call Orenco Systems,
Inc.at 800-348-9843 or 541-459-4449.
This manual covers installation of all residential models of our AdvanTex Treatment Systems,including Mode 1
and Mode 3 configurations.If you're unsure which mode you are installing,check the design drawing. It's impor-
tant that you read through this entire manual before doing anything.And make sure you have the correct equip-
ment, materials,tools,and training to perform this installation.
In addition,the installation manual for the system's electrical control panel describes installation,wiring,timer set-
tings, and operating instructions for Orenco control panels. Please read all control panel documentation,as well.
Also, be sure to get a copy of our AX20 Install Video from your AdvanTex Dealer.Watching the video will help
you understand the installation process. However,please note that the manual contains more detail and is updated
more often than the video,and you must perform the installation according to the current manual to keep the
warranty in force.
Once you become familiar with the installation process,you should be able to install an AdvanTex filter in
half a day,not counting the time to install the tank and dispersal system.
Important Notes
• All tanks used with AdvanTex Treatment Systems must be prequalified. Call your local Dealer for specifics.
• The backwash discharge from a salt-type water softener MUST NOT be plumbed into an AdvanTex Treat-
ment System, or the system's warranty will be void. Contact your AdvanTex Dealer if you have any ques-
tions about household plumbing arrangements that may interfere with the functioning of the system.
• All pipe diameters given are U.S. nominal IPS pipe sizes. If you are using metric pipe,you may need
adapters to connect to the US.fittings supplied.
• If you are not an authorized AdvanTex Installer, contact your local Dealer or Orenco for training before
installing this system.
©2008 Orenco Systems Inc. NIM-ATX-AX-1
Rev.3.5,10/08

2 Installation Manual: Residential AdvanTex' Systems
Overview
The AdvanTex Treatment System has five main functional units:
1. Control Panel
2. AdvanTex Filter Pod
3. Recirculating Splitter Valve
4. Biotube®Pumping Package
5. Processing Tank
•1
fr-
10/Y K
its*
!!!!!"
Gi
II
Mode 1 shown
Raw sewage enters the two-compartment processing tank through its inlet tee. In the first compartment,the raw
sewage separates into three distinct zones: a scum layer,a sludge layer, and a clear layer.Holes in the tank's baffle
wall allow effluent from the clear layer to flow into the second compartment of the tank.The Biotube pump pack-
age in the second compartment pumps filtered effluent to a distribution manifold in the AdvanTex pod.Effluent
percolates down through the textile media and is collected in the bottom of the filter basin.The treated effluent
flows out of the filter pod through a 2-in. diameter pipe that returns the treated effluent to the recirculating splitter
valve(RSV). The RSV automatically splits the return flow between the processing tank and the final discharge.
The RSV also controls the liquid level within the processing tank. During extended periods of no flow, 100%of
the treated effluent is returned to the processing tank.
The operation of the pump in the second compartment is controlled by a programmable timer in the control panel,
which allows the pump to dose the filter for short periods(usually a half-minute or less),typically 72 times a day.
This frequent"microdosing,"which optimizes the treatment process,occurs 24 hours a day,to maintain the proper
biological environment.
NIM-ATX-AX.1 U 2008 Orenco Systems Inc.
Rev.3.5 10108

Installation Manual: Residential AdvanTex® Systems 3
Discharge to Step 1:Review or Sketch Site Plans
drainfield
T Before starting the installation, familiarize yourself with the site
Concrete _ — — u"e plans and specifics of your installation. For multipod residen-
tank ' tial systems, contact your local Dealer for special instructions
• Pump
• vauFt on layout, installation, and equipment. If you are installing the
Pump AdvanTex pod more than 20 feet(6 meters)away from the tank,
di; 1 basin contact your Dealer or Orenco for assistance.
Air vent 0 I AP
AdvanTex t 1 la)Detailed Site Plans Provided:
yy}y,,,,,���� Pod 1 If you are installing the Advantex System according to a set of
Inlet
� ,if ( I detailed plans, we recommend that you make sure that the plans
t alt-e I you have accurately reflect conditions at the site.If there are dif-
return • [�./) IWire, ferences between the physical site and the plans,we recommend
I runs i you contact the Designer before scheduling the installation.
I I lb)No Site Plans Provided:
Cleanout I I
04,1 o If you are installing the AdvanTex System without detailed site
Control Panel plans, or with plans of limited detail,the Orenco AdvanTex Treat-
0 Post ►4� 9 0 ment Systems Design/Engineering Package for Residential Appli-
! 7l r ' �' y/ cations can help you design your system layout successfully. For
House a copy, contact your local Dealer or Orenco.
Sample sketch of a Mode 1 configuration system layout • Determine and sketch the exact positions of the tank and AdvanTex
pod on the site. If a pump basin is required,sketch the location of
the pump basin. (See Appendix 4, "PBAX Pump Basin Installation.")
Discharge to Account for current and likely future landscape features in your
drainfield sketch.
t • Be sure to position the tank and pod to allow for a minimum Y in.
Concrete _ _ _ Wire per foot slope(20 mm per meter, or a 2%slope)in the line from the
tank t run ''1 filtrate return at the bottom of the pod to the inlet of the RSV. (See
Filtrate
�4!:•. I ' ".' 1 Appendix 3, "RSV and Float Level Diagram.")
1 I • Determine and sketch the positions and lengths of your pipe runs and
connections in as much detail as possible. During the installation,
n re,
vent O 1 write down measurements to critical buried elements.
I
,
Inlet
return, AdvanTex let
the placement of the control panel. (See Panel Installation,
Pod ' EIN-CP-GEN-1, for installation recommendations.)
1
Pump
basin The AdvanTex pod can be placed in several different positions
RSV Pump in relation to the tank. Before determining which position is best,
• vault look to see how the filtrate return line needs to be run.Notice
`t' y I Wire ' that the outlet for the filtrate return line and the inlet for the
runs I 1 transport pipe are typically installed on opposite sides of the pod.
Cleanout '
`� 4Control Panel --.'
S r Post i
ref
House
Sample sketch of a Mode 3 configuration system layout
0 2008 Orenco Systems'Inc. NIM-ATX-AX-1
Rev.3.5,10/08

4 Installation Manual: Residential AdvanTex® Systems
Step 2: Excavate and Set Tank 0 Pod
This section covers excavating the hole for the tank and set-
4ga,yting the tank. For information on excavating the hole for the —
AdvanTex Pod, see Step 4.For information on excavating the C. RSV
min.Y4 in. 2 in.(50 mm)
hole for the discharge pump basin, see Appendix 4, "PBAX slope per foot — — — — — —
Pump Basin Installation." (20 mm per meter)
Consider the necessary elevations and grade requirements for the Calculate the height of the pod above the tank based on
tank and AdvanTex Pod before excavating the hole for the tank. the designed length of your filtrate return line and the
installed height of your RSV above the tank.
The tank must be set deep enough below the pod to allow for a
minimum '/4 in. per foot slope(20 mm per meter, or a 2% slope) ! . . < fir '
from the outlet of the filter to the inlet of the RSV on the riser. Y— ', .
ice' � .. 1�
(Using an Orenco Fiberglass Tank with Tank Saddle will create - � ;* '
the correct slope.)Also, keep in mind that the AdvanTex Pod
needs to sit 1'/2 inches(40 mm)above final grade. -
.3 .
If a concrete tank is used or if an Orenco Fiberglass Tank without _._�-- ' "�. '�-- '
a Tank Saddle is used,you need to calculate how high to elevate i
the pod above the tank.Variables include:
• Length of the filtrate return line ,. ��_
• Type of tank being used
• Style of the tank adapter being used
• Elevation of the RSV3Q penetration in the riser
• Final grade of the site F • '"'
Step 2a: Outline an excavation area(with chalk,paint, string, ® •
etc.)for the tank. If you plan to place your discharge basin in
the tank excavation, refer to Appendix 4,"PBAX Pump Basin ` � `
Installation."
Step 2b: Excavate the hole for the tank following the tank manu-
facturer's recommendations.Remember that you need the correct • + r`,
depth for a consistent 1/4 in. per foot slope(20 mm per meter,or a 4. _ '
2% slope)from the filtrate return to the RSV. --�•. ti r "'
1 - A , ' ,, f
cd fi hif
K
NIM-ATX-AX-1 ©2008 Orenco Systems Inc.
Rev.3.510/08

Installation Manual: Residential AdvanTe)r Systems 5
' Step 2c: Make sure the bottom of the excavation is free of
® ' a debris, especially rocks and other sharp objects. 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,
4' `"4 ' smooth surface.
a Step 2d: Set the tank following the manufacturer's instructions.
Follow the tank manufacturer's guidelines for watertight testing,
�' _ '� _ . antiflotation measures, and backfilling to the level of the top of
/ the tank. Do not backfill past the top of the tank at this time.
;, .T NOTE:An AdvanTex pod can be attached to an Orenco FRP
tank using an Orenco Fiberglass Tank Saddle. Consult the
: .0 Fiberglass Tank Saddle Installation Instructions (NIN-SAD-1)
or Two Piece Fiberglass Tank Saddle Instructions (NIN-SAD-2),
"" - -'' = available from the Document Library at www orenco.com. Some
� - Dealers supply the pod already attached and plumbed(Fully
Assembled Package-FAP) so that the tank and pod can be
installed as a unit, as shown in the photos at left. This simplifies
. — - ` installation and saves time.
,
t i r
Place tank on a 4-inch bed of compacted pea gravel in
uneven or rocky excavations.
©2008 Orenco Systems Inc. NIM-ATX-AX-1
Rev.3.5,10/08

6 Installation Manual: Residential AdvanTexe Systems
Step 3: Install Risers and Water Test Tank
NOTE:An External Splice Box (if one is used) and a bracket for M
the Recirculating Splitter Valve (RSV) may come pre-installed on
the risers. If not, refer to External Splice Box Installation Instruc-
tions (EIN-SB-SBEX-1), and install the external splice box on the
riser before the riser is mounted. If you need to install an RSV
bracket, refer to RSV3Q Installation Instructions, (NIN-RSV-3), External splice box RSV bracket
and install the bracket before the riser is mounted. If an Internal
Splice Box is supplied instead,follow the instructions in Step 7c
to install it after the riser is in place.
Step 3a: Refer to the Riser Sizing Chart at right to ensure you
are installing the right size risers for your application. Place the
risers with their grommeted holes in the directions shown on
your engineering plans. The riser that will have the RSV installed �s� -� ra
in it(inlet riser for Mode 3; outlet riser for Mode 1)must be Internal splice box
installed so that the RSV inlet piping is oriented to accept the Riser Sizing and Tank Opening Chart
filtrate return line. For any risers that will have electrical conduits Mode 1 Mode 3
running to them,try to orient electrical grommeted holes to mini-
mize the number of bends. (National Electrical Code limits the Inlet riser 24 in. (610 mm) 24 in. (610 mm)
sum of all bends in a run to 360 degrees.) Inlet tank opening 19 in. (483 mm) 19 in. (483 mm)
Outlet riser 30 in.(762 mm)* 24 in.(610 mm)
Step 3b: Wipe the areas to be bonded with a clean rag to ensure Outlet tank opening 23 in. (584 mm) 19 in. (483 mm)
a clean,dry bonding surface. Using an External Splice Box and an"earless"PVU(NB option)
Step 3c: To bond the riser to the riser tank adapter,you can allows use of a 24-in.outlet riser
use eitherADH100 or methacrylate adhesive alone. However,
because ADH100 does not provide a structural joint for approxi- 3c=
mately 24 hours,you may want to use both adhesives. If so.,
apply methacrylate adhesive to the outside surface of the riser
tank adapter for a quick(usually an hour or less)structural joint. •
Step 3d: When applying adhesive to the riser with the RSV,
apply an additional bead below the RSV bracketf before 1 i
Pp Yp ac ng
the riser on the manway, because once the riser is in position, it
is hard to reach under the RSV bracket with an adhesive gun.
Methacrylate adhesive
0
.Orenco FRP tanks do not require an adapter.Risers are bonded directly to the tank. Apply bead of adhesive under RSV bracket
NIM-ATX-AX-1 ©2008 Orenco Systems Inc.
Rev.3.5 10/08

Installation Manual: Residential AdvanTex® Systems 7
Step 3e: Carefully slide the riser onto the adapter. Correctly ori-
3e ent the riser before the adhesive starts to set.
Step 3f: Apply a bead of adhesive to the inside of the adapter
and riser joint; then use a putty knife or similar tool to form a
continuous fillet between the tank adapter and the inside of the
riser.
Step 3g: After the adhesives have hardened, fill the tank with
clean water to a level 2 in. (51 mm)above the adhesive joint in
the riser,to test the watertightness of the tank and the riser joint.
Do not allow the water level to rise more than 3 in. (76 mm) into
the riser because structural damage to the tank may occur. The
inlet pipe into the tank needs to be turned up or plugged to allow
the tank to be filled.
CAUTION: Check the tank manufacturer's guidelines before
water testing the tank. Some tank manufacturers require a partial
or complete backfill before a tank is water tested.
Step 3h: When the tank proves watertight, drain the excess
water to about 1 in. above the RSV cage.
©2008 Orenco Systems'Inc. NIM-ATX-AX-1
Rev.3.5,10/08

8 Installation Manual: Residential AdvanText Systems
Step 4: Excavate and Set AdvanTex Pod
Before installing the AdvanTex pod, consider the depth of the
tank and the height of the RSV penetration in the tank riser. 1
Remember that the pod must be elevated high enough above the vz{",
tank to allow for a minimum 1/4 in.per foot slope(20 mm per
meter, or a 2%slope)on the filtrate return line,which runs from
the outlet of the filter to the inlet of the RSV
The top of the pod should also end up approximately 1'/2 in.
(40 mm)above fmished grade,to allow for settlement and drain-
age.Take into account any planned landscaping that might affect
the fmished grade of the system. L
With a Concrete Tank: The AdvanTex pod's lid should be 116 in.(38 mm)above
Step 4a: If you are installing the pod directly on top of the tank, finished grade.
follow the tank manufacturer's guidelines for backfilling the
tank and place a layer of compacted crushed rock,soil, or sand Ark war
between the top of the tank and the bottom of the pod in order to Drill through existing holes
into flange
get the required slope on the filtrate return line.
Step 4b: If the pod is not being installed on top of the tank,mark
and excavate a hole for the pod.This hole has to be at least
5 ft x 9'/2 ft(1500 mm x 2900 mm)to accommodate the anti-
flotation flanges.For multipod systems,make sure you allow at
least 44 in. (1120 mm)between each pod.
Step 4e: Set the pod in place.An AX20 weighs about 350 lb
(160 kg)dry.You can lift and set the pod into place by slinging PLM in coil fr om
two wide truck straps under the entire unit and lifting it with an und,t thing
excavator,or you can move and set it manually.
IMPORTANT To avoid damage to the pod, make sure the lid is
closed and secured with the lid bolts before hoisting the pod with
straps. DO NOT hoist the pod with straps once the antiflotation
flanges are attached!Lower the pod into the hole onto 2 x 4s or
similar supports, bolt on the flanges, then remove the 2 x 4s.
Step 4d: AdvanTex pods come standard with a set of antiflota-
tion flanges.The flanges help prevent the pod from floating
out of the ground under saturated soil conditions. (See Step 13,
"Backfill the Installation.")The flanges come with predrilled
anti-flotation attaching brackets and stainless steel bolts for
attaching the flanges to the pod.With the flanges in position
under the pod, mark and drill 17/64-in.(7-mm)diameter holes in
the flanges to line up with the predrilled holes in the tabs. Use
the 1/4-20 x 1.25 bolts and nuts provided to attach the flanges
to the brackets.
NIM-ATX-AX-1 ©2008 Orenco Systems Inc.
Rev.3.5 10/08

Installation Manual: Residential AdvanTex® Systems 9
With the Orenco Fiberglass Tank and Tank Saddle:
See step 5c through 5f for information on dry fitting and install-
tiP. ing plumbing before continuing.
If you're using the Orenco Fiberglass Tank and Tank Saddle,
the saddle should be attached to the tank already. If you need
to attach the saddle to the tank,refer to Tank Saddle Installa-
tion Instructions (NIN-SAD-1).*You will not need antiflotation
flanges for the pod.
t LOW Step 4e: Using a backhoe, lower the pod onto 2 x 4s or sections
' t of pipe and remove the lifting straps.
a9 Step 4f: Sand the bottom edges of the pod that will rest on the
pre-sanded areas of the saddle, and wipe them with acetone to
;` prepare them for gluing.
4 r Step 4g: Apply a bead of methacrylate adhesive to the sanded
area of the saddle where the pod will rest, moving the pod on its
,: supports as necessary.
Step 4h: Remove the supports one by one and lower the pod
a ,F 4 v *a
:. �f ;� onto the saddle, making sure that the pod is completely seated in
the saddle.
IMPORTANT:Attaching the pod to the tank with the saddle
adds the pod's buoyancy to the tank's, which in noncohesive soils
(see Step 13, "Backfill Installation') makes it necessary to pour
a concrete antiflotation collar around the midseam of the tank.
Consult a local soils engineer if you are unsure whether a con-
crete collar is needed. Instructions for pouring the collar are in
the Fiberglass Tank Installation Instructions (NIN-TNK-1).*
These documents are included with the components to which they refer You can also
download them from the Document Library at wwworenco.com.
©2008 Orenco Systems'Inc. NIM-ATX-AX-1
Rev.3.5,10/08

10 Installation Manual: Residential AdvanTee Systems
Step 5:Install Filtrate Return and Discharge Lines .
NOTE:All ABS components supplied by Orenco are colored
black for easy identification. DO NOT use primer on ABS parts. , ,
If Using a Concrete Tank: -c "` I. :
Step 5a: Dry fit all of the plumbing between the filtrate return
on the pod and the split-flow tee usingnominal 2-in. PVCpipe `
and fittings as necessary. We recommend using two 45°or 90°
elbows to create the necessary minimum 2% slope(or minimum 0
PA-in. [38-mm] drop)between the pod outlet and the split flow _ - .
tee on the RSV. Mark the alignment of the fittings with a water i-,
-
proof marker.
Step 5b: Glue the pipe and fittings together with ABS/PVC Iran-
. .
sition cement(IPS Weld-On®794 or equivalent),starting at the I
split-flow tee, using the marks to align the parts.
If Using an Orenco Fiberglass Tank and Tank Saddle:
Step Sc: Set the pod onto the saddle without adhesive and dry-fit 0
the plumbing. Mark the alignment of the fittings with a water-
proof marker. 4,-
Step 5d: Follow the steps for installing the pod on the saddle as
described in Steps 4e to 4h.
t
Step 5e: While the adhesive is wet,glue the fittings together
with ABS/PVC transition cement(IPS Weld-On®794 or equiva-
lent), starting at the split-flow tee, using the marks to align the
parts.As the last step,apply cement to the outlet of the pod and
- -""i
the pipe elbow, slide the pod back toward the RSV on the wet ✓.
adhesive,and connect the fittings.
For All Installations: ... ..... �'` � :\I
Step 5f: Connect the 2-in.discharge line from the split-flow tee .
to the pump basin or to the dispersal area, maintaining a mini-
mum 'Ain. per foot slope(20 mm per meter,or a 2% slope). Be " - ,
careful not to create low spots where liquid can pond.
On the split flow tee, orient the eccentric reducing couplings
so the small end is at the lowest point possible, as shown in the
illustration to the right. Refer to Appendix 4 in this document for Eccentric
more information about installing the pump basin. reducing
coupling
\ 111111
Slit-flow tee
Orient the eccentric reducing coupling
NIM-ATX-AX-1 ©2008 Orenco Systems Inc.
Rev.3.5 10/08

Installation Manual: Residential AdvanTex® Systems 11
Step 6: Install Recirculating Splitter Valve
Mode 3
The Recirculating Splitter Valve(RSV)controls the recirculation
Mode 1 of effluent returning from the AdvanTex filter pod. Floating
balls in the valve rise and fall with the level of liquid in the tank.
Handle If the level is high,the valve directs effluent to the dispersal
system. If the level is low,effluent returns to the tank for further
treatment.
For systems operating in Mode 1,the recirculating splitter valve
(RSV)is installed in the riser over the tank's second compart-
ment(or in the inlet riser of the second tank in a two-tank instal-
valve lotion).Whenever possible,the RSV should be installed between
body the baffle wall and the pump system to ensure mixing of the
Vent _ return effluent.
tube
Stinger For systems operating in Mode 3,the RSV(duckbill model)is
installed in the tank's inlet riser.The RSV must be installed so as
not to interfere with the inlet tee.
Step 6a: Verify that you have all the pieces of the RSV the
handle pipe,body,quick-disconnect bracket,flanged coupling
PE'if and eccentric reducing couplings, split-flow tee, stinger pipe,and
RSV cage.The body and cage will be different depending on
Duckbill — —Ball cage whether you are installing the Mode 1 or Mode 3 model.
IMPORTANT The RSV bracket should have been installed
before the riser was installed. If it hasn't been installed, install it
0 Quick-disconnect now following the instructions supplied with it(NIN-RSV-3)*.
bracket(ABS) Step 6b: The RSV comes with an 18-in.(457-mm)long stinger
Flanged coupling Handle pipe. Determine the correct stinger length for your installation
(ABS) and shorten or lengthen the pipe if needed. If the low liquid level
Split-flow tee is not specified for the particular installation,refer to Appendix
(ABS) 4, I 3 of this manual for typical RSV and float settings.(The normal
tvotleol 4 Valve body low liquid level—the level at which 100%of the filtrate returns
(ABS) to the tank—determines the stinger length.)
Eccentric
reducing Stinger For almost all applications,the stinger will be shorter than 24 in.
couplings(2) (610 mm), and the low liquid level will be approximately 6 in.
(152 mm)below the top of the RSV cage. For stingers longer
than 36 in.(914 mm),Mode 1 RSVs require a different top plate
for the ball cage and Mode 3 RSVs require a different seating
grommet for the ball cage.Contact your Dealer or Orenco for
/, Ball cage
more information.
1 (Mode 1
41 shown) IMPORTANT: Correct stinger length is critical to the proper
operation of the system!
This document is included with the component.You can also download it from the
Document Library at www.orenco.com.
©2008 Orenco Systems Inc. NIM-ATX-AX-1
Rev.3.5,10/08

12 Installation Manual: Residential AdvanTex® Systems
Step 6e:After you've cut the stinger pipe to the correct length,
attach it to both the RSV cage and the RSV body using PVC -.)-
cement.
IMPORTANT:Some RSV3Q parts are ABS and others are
PVC. All ABS components are colored black for easy identi- -
ftcation. Use all-purpose ABS/PVC transition cement (such
as IPS Weld-On® 794) to join them. Do not use primer on
ABS parts.
Step 6d: Mode 3 installations require the duckbill model RSV,
which has a flexible PVC tube that vents the RSV cage to atmo-
sphere. Push the flexible PVC tube onto the insert fitting on the
cage.Thread the other end of the tube through the tube holder
at the top of the RSV body. Leave about 6 in. (152 mm)of tube 60
: ''4 _
extending through the tube holder.Any excess can be cut off.
Step 6e: If your riser is less than 30 in. (762 mm)high, shorten
the handle as needed by cutting out the excess.Then glue it into
the top of the RSV body with ABS/PVC transition cement, such
as IPS Weld-On 794. Orient the handle crosspiece so that it will
be close to the side of the riser instead of sticking out into the t
middle.
Step 6f: Push the RSV body down into its bracket until the valve
body is flush or almost flush with the bracket. Use your weight
to push it down, and then wiggle it till you're sure it's snug. Completed installation shown0
i
N.
NIM-ATX-AX-1 2008 Orenco Systems Inc.
Rev.3.5 10/08

Installation Manual: Residential AdvanTex® Systems 13
Flow inducer Support pipes I Step T."Install Biotube® Pump Package
The Biotube pump vault holds the Biotube effluent filter and a
�� high-head pump.Your vault may have support pipes to allow it
to hang from the rim of the tank at the bottom of the riser, or it
may be an"earless"vault designed to rest on the bottom of the
■ tank.
� �,_ _.. ", " " � , , - ,s' Step 7a: If your vault includes support pipes,detach them from
M�� ; �s "" 1'4• the packaging material, and remove one of the two screws from
4!: s . " - 0. �,, each pipe. Slide the support pipes through the holes in the sup-
'� .. port brackets at the top of the vault. Reinstall the screws.
•
` _� ", Step 7b: Gently lower the vault into position in the access ris•
er.
�: If there are support pipes, they shou7710-Hlr,:;-1, , ; -,,t;... , :1, -----"-----: ---- ld rest on top of the tank, and
if the vault is earless, it should rest on the tank bottom.
� � Step 7c: A splice box houses the connections for the pump and
float switches. Either an internal splice box or an external splice
box can be used.
."
r If an external splice box is being used, it should be installed
before the riser is installed. If not, refer to External Splice Box
' Installation Instructions(EIN-SB-SBEX-1), and install the
external splice box.
If an internal splice box is being used, install it now. To install an
7c
':----- '
Internal spice nox •internal splice box into an access riser, lubricate both the outside
of the conduit coupling and the grommet with pipe lubricant or
an equivalent product and slide the coupling through the grom-
met until the box is snug against the riser wall. Use a conduit
� seal to ensure condensation does not affect the system.
t
E.•xter al
at! eb�x
�\ Ea. .,_
* This document is included with the component. You can also download it from the
Document Library at wwworenco.com.
©2008 Orenco Systems'Inc. NIM-ATX-AX-1
Rev.3.5,10/08

14
Installation Manual: Residential AdvanTex" Systems
Step 7d: Screw the discharge assembly into the pump. Carefully m;
lower the pump and discharge assembly into the flow inducer of
the Biotube pump vault.
IMPORTANT To avoid damage to the pump and pump electri-
cal cord, DO NOT use the cord to lower the pump! * /
il _
Step 7e: Using pipe lubricant or an equivalent product, lubricate
the access riser grommet and the gray nipple on the discharge
) lr
assembly. Push the nipple through the grommet and orient the ��
discharge assembly to make component removal for maintenance
easy.
Step 7f: Although float switches are set at the factory for the
"
appropriate depths,compare the float settings with the project
c01li t
plans and specifications to make sure the settings are correct. If
you need to adjust a setting, refer to Appendix 3 at the end of
this document for typical RSV and float settings for residential
systems. 1
Step 7g: Insert the float switch assembly into the float bracket
on the Biotube filter handle. Make sure you can detach it without
removing the Biotube cartridge or pump vault.
Step 7h: If you have an"earless"vault with a lifting rope, coili
the rope neatly and secure it to the splice box along with the float
cords so that it does not fall into the vault or interfere with the �g , f
floats.
Step 7i: Make sure that the components are arranged in the Float bracket /
riser so that you can pull out the Biotube filter cartridge and the
float stem without having to disconnect anything. Extending the
Biotube cartridge's handles with one-inch pipe and extending the
float stem in the same way will make maintenance easier. ( I , .4
NOTE:Refer to ProSTEP Effluent Pump Packages Installation YYY\\\\\
Guide (NIM-EPS-1)for more detailed pump package installation
instructions.* 0
Fxtun ion in,' iti,d
Ill—on Biotin, ill i
handle
. .
• This document is included with the component.You can also download it from the
Document Library at www.orenco.com.
NIM-ATX-AX-1 ©2008 Orenco Systems Inc.
Rev.3.5 10/08

Installation Manual: Residential AdvanTe)r Systems 15
m Step 8: Connect Transport Line to Pod
The transport line conveys effluent from the discharge assembly
Inlet cross
(possible inlet pod. p to the The transport line can be connected to either end of
location) the AdvanTex pod.We recommend installing it in the end oppo-
site the filtrate return—on the same side as the passive air vent
—to facilitate cleaning.
Filtrate return
Step 8a: Determine which possible inlet location you are install-
. -- ing the transport line into,and cut a 13/<-in.(44.5 mm)hole in
I> the pod where it is marked with a cross.(If you are using piping
other than U.S. nominal 1-in., measure grommet ommet and cut the
your
hole to fit.)Remove any burrs and install the 1'/4-in. grommet,
lia sealing it in place with ADH100 adhesive.
Inlet
POSSIBLE Step 8b: From the inside of the pod, insert the lower mani-
I INSET fold elbow through the grommeted hole, and connect the 1-in.
transport line from the discharge assembly to this elbow. In cold
�`„ weather installations, slope the line so that it drains back to the
xo4" tank after every cycle.We recommend installing a coupling on
the transport line outside the pod next to the grommet to prevent
the line from being pushed into the pod during installation or
maintenance.
CD Step 8c: Temporarily disassemble the manifold union so that,
_ Vent n pump comes on a , any ris in
transportwhethe piping first will not be pumpedduring intost thert-up manifolddeb(whichthe
Top view of pod could then require orifice cleaning).
Filtrate return Transport line
Recommended position of transport line
0 Manifold union,
• ` •
•
©2008 Orenco Systems'Inc. NIM-ATX-AX-1
Rev.3.5,10/08

16 Installation Manual: Residential AdvanTex Systems
Step 9: install Passive Air Vent 0
Step 9a: Using 2-in. PVC pipe,plumb the passive air vent to I
the 2-in. fitting that protrudes through the filter wall. Be sure the
vent line is sloped to drain towards the pod,to prevent accumula-
tion of water in the vent line.And remember that the top of the
vent must be at least 3 in. (76 mm)above grade. Top of vent must be
at least 3 in.(76 mm) �- 4
abovegrade
Step 9b: We recommend installing the air vent near a wall or in ,., _
a similar location where it is less likely to be damaged by a lawn -
mower or accidental kicking,etc.You can easily hide the air vent
behind shrubbery or other landscaping and paint it if another "` b
color is desired. , , :..7!442P"' . `ciAtir 1,, X,1.5 '' -,
":0::-::' me.z.tio; ..,*Y". ,i,:::•.:1,...:::,3X t'..;'.,. ...„,„..ct: __.
IMPORTANT In all cases, the line between the air vent and
the pod must be sloped back'/ in.per foot(20 mm per meter) -= .'',.,. •.- r �t'
toward the pod To prevent accumulation of water, do not allow r (,`• ' • , >
any "bellies"or low points in the vent piping. Keep the 2-in. vent t ', ' "" '' 3x
piping less than 20 ft(6 m) in total length. •'
,t
4_4
.- ; ' .. .-..::--t,',,,14. ..i.t
. � 'Y ~ Za1A ,i ..t c �w t ts.
NIM-ATX-AX-1 2008 Orenco Systems Inc.
Rev.3.5 10/08

Installation Manual: Residential AdvanTexk" Systems 17
e , „ Step 10: Install Control Panel
.....► ---a For complete control panel installation instructions, see the
'' .,---.-� installation manual for the electrical control panel that comes
A.;"; .IP with your system.These instructions ship with the control panel
and hang from a clip on the inside of the panel door.*
. .0 Step 10a: Make sure the instructions and the items supplied con-
form to state and local regulations.
•IP Step 10b: A qualified and licensed electrician should install and
�-- service the panel and ancillary wiring in compliance with the
t National Electrical Code,as well as state and local codes. (Wir-
ing' (04
diagrams can be found in the installation manual*that comes
with the panel.)Wiring will include the following items:
a) Incoming power to the panel. One or more circuits may be
, '" --" required,depending upon the number of pumps and local
'11electrical codes.
b) Incoming phone line to the panel(for VeriComm).
c) Wiring from the control panel to the pump and floats.
d) Wiring to a discharge pump and floats(if applicable).
NOTE: We do not recommend installing a control panel against
the wall of a bedroom, living room, or other living space because
it makes a periodic thump during operation. If it must be placed
near the house, mount it on 4 x 4 (100 x 100 mm)pressure-
treated post(s)next to the wall.
` If the instructions are missing or have been removed from the door pouch inside the con-
trol panel,call Orenco for a replacement or download a copy of the instructions from our
online Document Library at www.orenco.com.
©2008 Orenco Systems Inc. NIM-ATX-AX-1
Rev.3.5,10/08

18 Installation Manual: Residential AdvanTex' Systems
Step 11: VeriComm® Control Panel Functional Test
VeriComm®(VCOM)telemetry-enabled panels are used for Serial Port RS232 Power Connector
remote monitoring and control of AdvanTex pumping operations. Modem Input Fuse
Activity Test Button
Fault conditions are automatically reported to the VeriComm
•
Monitoring System,making the system virtually invisible to thel
1 "call1 li(I�I(I ,� r:homeowner.However, if fault conditions are not responded to,or .,.�
if the system cannot communicate with the VeriComm 3'
Monitor-
ing System,then local.alarms may be activated. �� y €_a iZ•.
4i
3:' 10
Follow the procedures below to verify proper installation of the >r
2
VeriComm panel. "�", r W,
s
,� ► ; 0 ;
NOTE:For more detailed procedures specific to each panel • . � � > >
model, refer to the documentation that comes with the panel.* Digital Inputs(8)t
Step lla: Familiarize yourself with the components of the Digital Outputs(4)
Phone Jack Power LED
telemetry control board. Output Fuse
Step 11b: Make sure the panel has been completely and correct- .
ly installed, and verify that the circuit breakers are in the"On" r"• r 7 '2: 1678 r
position.Also check the controller status.The"Power LED" i .►►■ , �%
located on the control board will be: Recirc.Bottom Float-1 I
Recirc.Middle Float-2
• Blinking, which indicates the controller is operating normally,or Recirc.Top Float-3
• Off(when power is applied), which indicates a possible problem with Discharge Middle Float-4
Discharge Top Float-5
- the input fuse on the PC board; Recirc.Aux Contact-6
- the main fuse located inside the panel; Discharge Aux Contact-7
- the controls circuit breaker located inside the panel;or Push To Silence-8
- the incoming line voltage.
®
Step llc: To enable Test Mode,hold the"Push-To-Silence" ' I I
button on the front of the panel until the audible alarm sounds
(approximately 15 seconds).
• The appropriate digital input should be illuminated when the button is ' Top float:
held in. � High water alarm
• When the audible alarm sounds to indicate that the panel is in Test CLIP Middle float:
Mode,release the button.
Override timer
While in Test Mode,the panel will operate in the following
manner:
• The call-in function is disabled; Bottom float:
• Local audible and visual alarms are activated as alarm conditions Low water alarm/
occur, C1I II� redundant off
I
• System Data Logs are suspended;and
• Timer cycles are shortened. Float tether
•
Step 11d: Familiarize yourself with the floats on the system.
If the instructions are missing or have been removed from the door pouch inside the con- veriComm®Recirculating Float Assembly shown
trol panel,call Orenco for a replacement or download a copy of the instructions from our
online Document Library at www.orenco.com.
NIM-ATX-AX-1 <,2008 Orenco Systems'Inc.
Rev.3.5 10/08

Installation Manual: Residential AdvanTex® Systems 19
toF ci — Ni Step lle: Verify that the pump is submerged in water before
1 continuing. If the bottom float drops,the alarm should sound.
, " Press down the spring-loaded"MAN/AUTO" switch located
inside the panel.The pump should immediately activate. For
verification,the appropriate digital input should illuminate, indi-
.t, cating that the auxiliary contact is on.
#111
• 3..1
I �G , ` 1 Measure the voltage and amperage of the pump.
e74"ja a)Measure the voltage at the pump terminals in the panel.Measuring
�_�, , the voltage with the pump off will confirm that the correct voltage
"' is connected. Then activate the pump by flipping the MAN/AUTO
switch to MAN,or using a PDA or laptop with the Bluetooth Device,
�� and measure the voltage while the pump is running. The maximum
�-- •"'�C recommended voltage drop is 3%.A low voltage condition may indi-
Cate that the site wiring is improperly sized.
• b)Using a loop ammeter,place the ammeter clamp around the loop of
Ilk.iiim- I! wire located above the pump circuit breaker and read the amperage
while the pump is running and connected to the discharge assem-
III i • bly with the valves at the end of the laterals closed. The amperage
Measure voltage should be within the specifications of the pump.
1 a Step Ilf: Refer to the control panel documentation to test the
'� floats that activate/deactivate the pump. To perform the float test,
make sure there is enough liquid in the tank. If there isn't enough
liquid in the tank, turn the pump circuit breaker off.
R i NOTE:If phone service to the panel is active, complete step
- $ ir
11g. If not,proceed to step 11h. However,phone service should
be activated .before system start-up.
f Y p
• Step 11g: Press and release the "Push-To-Silence"button 15
times within aone-minute period. This instructs the panel to call
ilthe VeriComm Monitoring System.
!�i " • A red LED("Modem Activity"component)should illuminate, indicat-
1 ing that the controller has established communication with the host.
(This may take a few minutes.)
' • Once the communication session has ended, the modem will auto-
.. �.'" i matically disconnect.
n 14444-1,`
a 1 • If the LED does not illuminate within the specified time, verify that the
, ,, - , 2,4 . y , - phone line has a dial tone. This can be done by hooking up a phone
Measure amperage to the line that is going into the panel.
Step llh: The panel will automatically disable Test Mode and
return to normal operation after 30 minutes.To disable Test
Mode manually, hold the"Push-To-Silence"button on the front
of the panel until the audible alarm sounds(approximately 15
seconds).The appropriate digital input should be illuminated
when the"Push-To-Silence"button is held in. When the audible
alarm sounds to indicate that the panel is no longer in Test Mode,
release the button.
©2008 Orenco Systems Inc. NIM-ATX-AX-1
Rev.3.5,10/08
1

20 Installation Manual: Residential AdvanTex41 Systems
Step 12:System Functional Test
Once power is connected to the control panel, follow these steps _`'
to prepare the system for operation.
Step 12a: For Mode 1B and 3B installations,fill the pump basin
with water to a level just below the lowest float.
Step 12b: Verify both manual and automatic operation of the
recirculation pump.Before running the pump, ensure that the
tank's water level is at least 4 in. (102 mm)above the bottom
float,but below the top float.Be sure that you have temporarily
disconnected the manifold union. Hold the toggle switch in the
control panel on"Manual"to test manual operation of the pump
and clear any debris in the transport piping.
Step 12c: Reconnect and hand-tighten the manifold union.
Verify that all the lateral ball valves are open,and run the pump
in the"Manual"position for 5 or 10 seconds to flush any con-
struction debris out of the manifold piping.Completely close
all lateral valves after flushing is complete. With the pump still
running manually,remove several orifice shields and measure
the squirt height with a tape measure.The squirt height should
measure approximately 3-5 ft(0.9-1.5 m).Windy conditions will
cause the squirt heights to measure less.
NOTE:If the desired squirt height is not achieved or the system
does not pressurize, check for debris, breaks, or closed valves. 12t1
Also verify that the pump is receiving sufficient power. If the
system still does not pressurize correctly, contact your Dealer or
Orenco for technical assistance.
Step 12d: For more accurate residual head measurements, attach
a piece of clear PVC to the end of the lateral.Record the residual
head measurement at start-up and before and after servicing.
Step 12e: Return the MAN/AUTO switch to"Automatic."To '
facilitate quick testing of the automatic operation, put the panel
into Test Mode.
Step 12f: Make sure the tank is filled with clean water up to a
level about 1 in.(25 mm)above the RSV cage.At this point the
water level should be well above the bottom float. In the con- IMPORTANT Before using a generator
trol panel,turn on the pump by holding the toggle switch in the to operate a pump, contact Orenco or your
"Manual"position.As water begins running through the system, Dealer to make sure it can supply sufficient
ensure proper drainage through the filtrate return line and RSV. starting amperage.
All or some of the return filtrate flowing to the RSV should be
exiting the system through the fmal discharge line.Check that no
water is leaking at any of the plumbing joints.
NIM-ATX-AX-1 ©2008 Orenco Systems'Inc.
Rev.3.510108

Installation Manual: Residential AdvanTexv Systems 21
- 1 Step 13:Backfill Installation
.. hs k " t - IMPORTANT: When baclJilling, be careful not to alter the I
' y slope ofpipes. Brace the pipes or place the pipes on a compacted 1
bed and carefully fill around them.
�, .� y
a NOTE:Before bacllling, make sure all pod and riser lids are
t ". .
bolted down.
;.: Step 13a: Backfill the tank excavation if you haven't done that
j It, -tt;',;.:Vi yet. Follow the tank manufacturer's guidelines for backfilling up
`` 1`r �.4 t - to the height of the tank.
Stepl3b: Backfill the discharge basin, if you haven't done that
yet. For installations in areas with high water tables or with non-
cohesive soils, follow guidelines in Appendix 4.
Step 13c: Backfill and compact around the AdvanTex pod in
maximum 12-in. (305-mm)lifts.Native material is acceptable if
there are no large or sharp rocks that may damage the filter walls.
If native material is not usable,backfill with sand or pea gravel.
For installations in non-cohesive soils* with high seasonal wa-
ter tables, use crushed rock as the backfill material.
Step 13d: Slope the ground away from the pod to prevent sur-
face water from ponding on or around the pod.
Step 13e: Make sure all lids are secured before leaving.
IMPORTANT:After baciclling, call the system's Service
Provider to arrange for the official System Start-up.
t As described in OSHA Standards(29 CFR,Part 1926,Subpart P,Appendix A),noncohesive
soils or granular soils include gravel,sand,or silt with little or no clay content.Granular
soil cannot be molded when moist and crumbles easily when dry.Cohesive soils include
clayey silt,sandy clay,silty clay,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,if at least a 2-in.(51-mm)length
of 1/8-in.(3-mm)thread can be held on one end without tearing,the soil is cohesive.
©2008 Orenco Systems Inc. NIM-ATX-AX-1
Rev.3.5,10/08

22 Appendix 1 : AX20 Timer Settings Worksheet
The following chart shows recommended timer settings for a new system.
RESIDENTS TIME ON(SEC) TIME OFF(MIN) NOTES
2 10 sec(.17 min) 20.00 •Assumes water usage of 50 gal. (190 L)per person per day and a
3 15 sec(.25 min) 19.75 return recirculation ratio of 3: 1 (Filter recirculation ratio of 4 : 1).
•Override OFF cycle time is set at one-half of the OFF cycle time.
4 20 sec(.33 min) 19.45 Override ON cycle time is set the same as the ON cycle time.
5 25 sec(.42 min) 19.70
6 30 sec(.50 min) 19.50
As you gain experience with a system,you may conclude that you need to make adjustments, sometimes significant
ones. This worksheet is intended to help you determine appropriate start-up timer settings(Pump ON, pump OFF)for
a single-pod AX20 system. Typical values and ranges are provided for each parameter. If you have any questions or if
your values fall outside the desired ranges on this worksheet,contact your Dealer.
•ARAMETER TYPICAL VALUES NOTES
Number of people 3 Range of 2 to 8 people.
Water usage per person 50 gpd(190 Lid) Typical daily average is 50 gal. (190 L)per person.
0, Actual daily flow(total) 150 gpd(570 L/d) (Number of people) x (water usage per person).
Rb Return recirculation ratio 3:1 You can adjust this ratio(return flow to forward flow)up or
R, Filter recirculation ratio 4: 1 down depending on system performance.(Range of 2 to 6.)
Total daily flow to AX20 600 gpd (Actual daily flow) x (return recirculation ratio+ 1). Must be <_ 3000
(2280 Ud) gpd(11,370 L/d).Actual flow should not exceed 500 gpd(1895 Ud).
(500 gpd x 6:1 Rb=3000 gpd)
Qd Actual pump dose rate 33.3 gpm Determine this value by field-testing or by using Orenco's
(126 L/min) PumpSelectrm. Start at the low end.
Td Pump ON cycle time(dose) 0.25 min Select a value between 0.17 minutes(10 seconds)and 0.75 minutes
(45 seconds).
T, Pump OFF cycle time(rest) 19.75 min See Pump OFF equation below.
•UMP OFF EQUATION EXAMPLE
Plugging in the above values and rounding,we get the following:
1440 • Td • QdJ r 1440• 0.25 • 33.3
T, = —Td T = IL 1— 0.25 = 19.74=19.75
(Rb+ CI• (3 +1) • 150 J
After you determine your Pump ON and Pump OFF times,double check to make sure your start-up settings fall within the cycle
time(CT)range,below. If they don't,make adjustments per the"Note."
ADD
ITIONAL PARAMETERS TYPICAL VALUES NOTES
CT Cycle time 20 min Low flow applications may result in cycle times of an hour or
more,which can cause the media to dry out or odors to develop
in the recirc tank. If CT is much more than 30 minutes,consult
your Dealer or Orenco for suggested adjustments.
Pump cycles per day 72 cycles 1440 min/day-(OFF cycle time+ON cycle time). Must not exceed
the pump's maximum rated cycles per day of 300 cycles per day.
Gallons per cycle 8.3 gal. With 68 orifices and using the Td range recommended above,
(31 L) you will maintain the recommended 0.08 to 0.25 gal. (0.45 to 0.95 L)
per orifice per dose.
NIM-ATX-AX-1 ©2008 Orenco Systems'Inc.
Rev.3.5 10/08

Appendix 2: Installing Grommets 23
O i Grommet(at 12 o'clock) Orenco offers hole saws with pocket cutters in several sizes that
Splice box make cutting grommet holes simple and easy.These RKHS hole
Discharge saws cut away the ribs as the hole is cut, eliminating the need to
'z'/r assembly notch and break the riser ribs with an angle grinder and chisel*.
( k --�� a.,' Grommet
ki • (at 3 o'clock) • RKHS 100 for 1-in. grommets
•••' Support pipes • RKHS125 for 1'/4-in. grommets
'1, I Biotube pump vault • RKHS 150 for 11/4-in. grommets
• RKHS200 for 2-in. grommets
O2 Step 1: To install grommets in the field, first mark the riser for
location of the grommets. (For Perma-Loc risers,you should
► .-'_ try to avoid cutting through the pipe seam—the extra thick rib
.� mil' —unless it is unavoidable.)
_ Step 2: Using the correctly-sized RKHS hole saw and a drill of
at least 18 volts, cut the hole and grind the ribs down until you
have a flat, smooth surface for installing your grommet. Do not
grind too deeply into the riser—about '/16 in. is sufficient.
Step 3: Use a wire brush to clean up the cut, then a deburring
tool or knife to deburr the edges of the opening,being careful not
.- . - „ to enlarge the opening.
//f/ r' 71 Viv-, Grommet Hole Saw Sizing Chart
1., . '�� 1 Grommet Size(in.) Hole Size(in.)
1/21 NOTE:
3 , . g�m 3A 1 Ya Grommet size=nominal(IPS)pipe
1 1°he size.For more information about
grommet dimensions and actual
1 Ya 1'/a pipe O.D.,see Orenco's Grommet
1 Y2 21/8 Submittal(NSU-RLA-PG-1),avail-
/ 2 23/4able from the Document Library at
lk 3 Pewww orenco.com.
P'
4 5
, ,.f i i ii li , i I 4'r 1 i
' '/if,/ if/ ill /,if 1 Step 4: Install the grommet in the riser.Apply a bead of
' ''' �� "° ADH 100 adhesive to the groove of the grommet prior to inser-
€ � " • tion into the riser hole. This will make the grommet more secure
�' ' s r, t and will overcome any imperfections in the drilled hole.
. ,. Ai ,
..= - .. 16..
.., 4.. _
N.
* If you don't have an Orenco RKHS hole saw and you have to use an angle grinder and chisel
to break the riser ribs,refer to Grommet Installation Instructions(NIN-RLA-G-1).This doc-
ument is included with the riser. You can also download it from the Document Library at
wwworenco.com
®2008 Orenco Systems'Inc. NIM-ATX-AX-1
Rev.3.5,10/08

24 Appendix 3: RSV and Float Level Diagram
This diagram shows RSV and float levels for a system that uses a VeriComm Control Panel. With an MVP Control
Panel, a two-float configuration is used (the high water and override floats are combined), and therefore this top
combination float may be located 1-2 in. (25-51 mm)below the invert of the inlet.
This diagram shows both a Mode 1 and a Mode 3 setup. For Mode 1 setups,the recirculating splitter valve
(RSV) is installed in the second compartment, with the Biotube pump vault. For Mode 3 setups,the RSV is
installed in the first compartment, under the inlet riser.
.1—1
•
j rl
•
NOTE:Maintain a minimum Y4 in. NOTE:Maintain a minimum Y.in.
per foot(20 mm per meter,or 2%) per foot(20 mm per meter,or 2°/0)
slope from the pod outlet to the slope from the pod outlet to the
RSV inlet. RSV inlet.
n
- l_
- -
i�� 12"(50 mm)t t —- - - —
2"(50 mm)1
-Highwateralann-
min.2' Override timer
p r 1-i- — — — (50 mm) _ _ _ —
3_approx.2"
(50 mm) approx.6" Surge volume approx.6"
Normal100%discharge (150mm) (approximately150gallons)(950L) (150mm)
RSV - , --Normal low operating liquid level(100%recirc)-
cage min.4"
(100 mm)—'——Low water alarm/redundant off
NOTE:For Mode 1
4 Flaw-through port in baffle installations,the Standard
RSV will be located in
the second compartment
of the tank.
NOTE:For Mode 3 installations,
the Duckbill RSV will be located in
the first compartment of the tank. 60%to 70
of X
NIM-ATX-AX-1 ©2008 Orenco Systems'Inc.
Rev.3.510/08

25
im=I ' Determine the RSV Level
For stinger pipe lengths up to 24 in. (610 mm) long, the "normal
low operating liquid level" will be approximately 5-6 in. (127-
152cage. (The normal low o er-
mm)below the topof the RSV a
P g
© a ating liquid level is the level at which 100%of the filtrate returns
to the tank.) For most residential applications,the recommended
surge volume—the volume between the low liquid level and
the high water alarm float—is approximately 250 gallons(948
Standard internal splice box L). For Mode 3 installations, the duckbill model RSV, which has
a flexible PVC tube that vents the RSV cage to atmosphere, is
required.
d A.IIII Determine the Float Levels
� —�/I Be sure to check the plans for any site-specific or tank-specific
II ILfloat settings.The top float is normally set equal with the tank's
invert of inlet. The bottom float should be approximately 4 in.
below the normal low operating level.
_ / External Splice Box
-Si / NOTE: Before leaving the site, verb that the "low water alarm/
- 11 i / . _ redundant off'float is positioned at least 10 in. (254 mm) below
iP: - the top of the RSV cage.
j...\_..0_ _ I 1 —
1I,
.�1I 1
approx.Ox ' Normal 100%discharge
mm)) -
RSV ,\ -I --
cage i
$
44k1:O•
!0♦4 4
v.v.i.%`.
>i;Xi is
t$•:
0$1: ..
��iial:��Si1i
0.4:0
•7'•r•
_\__/--,(©2008 Orenco Systems'Inc. NIM-ATX-AX-1
Rev.3.5,10/08

VeriComm AXB1 SA UV IB
tieriCorrirn® (IP Ugrade Kit is required if internet line is used)
AXB_ ControI Panels Technical
Data Sheet
For AdvanTex® Treatment Systems Communication and Alarm Management _®
• Remote telemetry capabilities coupled with a Web-based
Applications monitoring application(see VeriComm Monitoring System,
ATD-WEB-VCOM-►)for communication and alarm manage-
VeriComm^AXB1 and AXB2 remote telemetry control panels are ment.Updating of point values(including timer settings)and
used with two-pump operations—recirculation and discharge receipt of queued changes during each communication ses-
(on-demand or timed)—for AdvanTex"Treatment Systems. sion with host. Communication sessions that occur monthly,at
Interlocked controls prevent the recirculation pump from running a minimum,and more frequently during alarm conditions.
if there is a high level alarm on the discharge side. Coupled with • Multiple methods of communication,as follows:
the VeriComm Web-based Monitoring System,these affordable
control panels give water/wastewater system operators and Call-In to VeriComm®Host
maintenance organizations the ability to monitor and control — Automatic notification to host of"Alarms,"which signal
each individual system's operation remotely,with real-time effi- fault conditions that need to be addressed immediately
ciency,while remaining invisible to the homeowner.VeriComm (e.g.,pump failure).
AXB panels allow remote operators to change system param-
eters,including timer settings,from the Web interface. — Automatic notification to host of"Alerts,"which signal
less critical fault conditions and which trigger the panel's
troubleshooting logic and alternative operating mode
(e.g.,stuck float switch).
M""' — Automatic notification to host of"Updates,"which include
• _ tii alarm updates or all-clear notifications following Alarms/
Alerts,as well as normally scheduled monthly panel reports.
— Manual,forced communication from panel to host to effect
"11 • L�,:,..:'T.,- -" an updating of point values and receipt of queued changes.
_ -111.
,2 '• Real-Time Direct Connection to Panel
• _ — Manual,direct connection at the site via RS-232 serial port,
Typical AXB_ VeriComm Control Panel to allow a local operator real-time access to detailed logged
data and the ability to change point values from a laptop.
Standard Models:VCOMAX81, VCOM AXB2 - Manual,forced communication by local operator/
To Specify... homeowner at the site to initiate an auto-answer mode,
allowing a remote operator real-time access to detailed
To specify this panel for your installation,require the following: logged data and the ability to change point values.
Basic Control Logic: Three Operating Modes During real-time,manual connections,software with open
• A"Start-up Mode"for the initial 30 days,during which the architecture(and password security)is used; no proprietary
system collects trend data to establish operating standards for software is required.VT100 protocol allows access and control
future reference. from any computer modem(Mac or PC)with a simple com-
munication program(e.g.,Windows"HyperTerminal);multilevel
• A"Normal Mode"that manages day-to-day functions. password protection in panel ensures that only qualified per-
• A"Test Mode"that suspends data collection and alarm report- sonnel can access the panel's data.
ing during installation and service. Additional Features
�-..
Data Collection and Utilization
• Status light indicators on the board, fl."\..,
• Data logs of system conditions and events,such as pump run including... 4111%lor0
times,pump cycles,and alarm conditions. — Flashing green LED for normal CO
Troubleshooting and Diagnostic Logic operation
— Yellow LEDs for status of digital inputs Oren Systems'
• Troubleshooting capabilities that can report suspected failed g p Incorporr ated
components,which then trigger Alarms. — Red LEDs for status of digital outputs Changing the Way the
and modem activity W°rldDoes Wastewater'
Advanced Control Logic • UL reco nized and FCC-approved
,y Soo-orenc .c
9www.orenco.com
• Advanced control logic that activates during float malfunctions For more information,tryour online demo at
to diagnose the situation and keep the system operating nor ATD-CP-VCOM-1
www.vericomm.net(no password required). Rev.z.5©6/06
mally until servicing. Pagel oft

Technical
VeriComm® AXB Control Panels Data Sheet
/ \
1. VeriComm®Remote Telemetry Board B=Ero• '
W ao
2. Motor Start Contactors .••.=
Gi 2
3. Toggle Switches JI =0 co
4. Control Circuit Breaker
5. Pump Circuit Breakers
6. Fuse / ►ti, 3
7. Transformer ( WPM,)
��,m,m 4
8. Audio Alarm O[� �� 1
9. Visual Alarm 5
10. Panel Enclosure
10 9 8 7 6
Standard Components
Feature Specifications
1. VeriComm' Remote Telemetry Unit* ATRTU-100:36/18 VAC(center tap transformer),8 digital inputs,4 analog inputs,4 digital
outputs,0 analog outputs,on-board modem(2400 baud),LED input and output indicators,
1-year battery backup of data and program settings.
2. Motor-Start Contactors 120 VAC: 16 FLA,1 hp,60 Hz;2.5 million cycles at FLA(10 million at 50%of FLA).
240 VAC: 16 FLA,3 hp,60 Hz;2.5 million cycles at FLA(10 million at 50%of FLA).
3. Toggle Switches Single-pole switch,automatic On,with spring-loaded,momentary,manual On.20 A, 1 hp.
4. Control Circuit Breaker 10 A,OFF/ON switch.Single-pole 120 VAC,double-pole 240 VAC.DIN rail mounting
with thermal magnetic tripping characteristics.
5. Pump Circuit Breakers 20 A,OFF/ON switch.Single-pole 120 VAC,double-pole 240 VAC.DIN rail mounting
with thermal magnetic tripping characteristics.
6. Fuse 120 VAC Primary,36 VCT @ 0.85 A Secondary.
7. Transformer 250 VAC, 1 A.
8. Audio 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." NEMA 4,1 W bulb,120 VAC.
10. Panel Enclosure Measures 15.5 in.high x 13.3 in.wide x 6.7 in.deep(384 mm x 338 mm x 170 mm).
NEMA 4X rated.Constructed of UV-resistant fiberglass;hinges and latch are stainless steel.
Conduit couplings provided.
VCOM-AXB1 120 VAC,3/4 hp,14 A,single-phase,60 Hz.
VCOM-AXB2 240 VAC,2 hp, 14 A,single-phase,60 Hz.
Optional Components
Feature Specifications Product Code Adder
Pump Run Light 7/8 in.(22 mm)diameter green lens.NEMA 4,1 W bulb,120 VAC. PRL
Anticondensation Heater Self-adjusting:radiates additional wattage as temperature drops. HT
Programmable Timer Discharge side timed dosing. PT
UV Disinfection Compatibility UV grounded power circuit and alarm contacts. Pump disable upon UV failure. UV
*See VeriComm"Remote Telemetry Unit(ATD-CP-VCOM-1)and VeriComm Monitoring System(ATD-WEB-VCOM-1)for more detail.
ATD-CP-VCOM-7
Rev.2.5©6/06
Page 2 of 2

,...
47,....
Float Switch Assemblies 2coLs'
inoorporated
1-800.348-9843
Installation, Operation and Maintenance Instructions
Model MF MF3 30'Cords to be installed full length through the junction box
to the control panel. The float cords are not to be cut in the
Installation Instructions junction box or anywhere before connection to control panel.
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 1:
Each float cable is provided with a color marker.This marker indicates the 0
IN41),
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 Float function
match your float cable marker colors, contact Orenco Systems®Inc. or color marker
your local dealer for assistance. 'y I
Float stem
Adjustable float
collar
•
11
„,:-,. c Stainless steel
44 I ill
set screw
rt
_n Float
•
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.
-.
re
1/)....
01k4n
.*----,�� rT
©2003 Orenco Systems'Inc. NIN-MF-MF-1
Rev.2.0,011/04
Page 1 of 4

Installation Instructions (continued)
® Step 3:
0111, 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
at
II 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
� CEO the collar. Carefully rotate the collar on the stem until the float switches can
I
move freelypast one another.Tighten the stainless steel set screw and
9
recheck.
Warning: Be careful not to alter the the tether lengths of any of the floats.
/�,x `� l�N Alteration of the tether length may affect proper operation of the float
' a r + switch assembly.
ALId
, ill tieh
1 gib 6
1
1
' Step 4:
0 ® 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 set screw.
` � Make sure float level settings do not violate any state or local regulations.
Note: The float stem provided is the maximum length possible without
interfering with the pump minimum liquid level or screened pump vault
h intake ports. Never lengthen the float stem without prior approval from
`14' `O Orenco. Lengthening of the float stem will void the warranty.
01 ".
11111
al Step 5:
© ' Replace the float switch assembly in the holding bracket. Make sure the
111.► assembly snaps fully into the bracket.
Step6:
.� 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.
.ter
NIN-MF-MF-1 ©2003 Orenco Systems"Inc.
Rev.2.0,©11/04
Page 2 of 4

Installation Instructions (continued)
Step 7:
When used with an Orenco electrical splice box: 0;=
o`
Push the level control wires through the watertight cord grips into the
electrical splice box. Leave an adequate length of electrical cable coiled d4b
inside the riser to allow for easy removal of the pump and float switch ...-
assembly. Do 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 ® ;o
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.
U 2003 Orenco Systems'Inc. NIN-MF-MF-1
Rev.2.0,Cc,11/04
Page 3 of 4

Maintenance Instructions °EN
Oranco Systems'
Incorporated
1.800-348-9843
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 thesplicebox and verifythe appropriate s lice for the float. Unscrew the wire nuts and remove the float.
p
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 connections!
5. Replace the float and collar and return the assembly to the pump vault.
6. Reconnect power and test the unit.
NIN-MF-MF-1 ©2003 Orenco Systems'Inc.
Rev.2.0,©11/04
Page 4 of 4

Re-circulating Splitter Valve
RSV3Q
1110 114101
L_IMMt}
gillIP

Technical Data Sheet
UV ISI nfection Unit Adapt Housing for Burial OSI
Orenco Systems
Incorporated
800-348-9843
Applications General
The Orenco UV Disinfection Unit can be used after secondary In a pump or gravity discharge basin or tank,treated effluent is
treatment(10 mg/L CBOD5/TSS)in applications requiring disinfec- disinfected as it flows through the housing and around the UV
tion before dispersal. lamp.The unit uses no chemicals and has no moving parts.It
In NSF Standard 40 testing for fecal coliform reduction using typi- annual cleaning and lamp replacement.
cal residential flows of 500 gpd(1890 L/day),the UV Disinfection
Unit reduced fecal coliform by 99.9 percent(3 logs).Specifically, Features/Specifications
it yielded an overall geometric mean of 1.71 cfu/100 mL The bulb
used in testing was rated at 125 pW/cmz intensity. To specify this component for your secondary treatment system,
require the following:
This test used effluent treated by an AdvanTex""'AX20 Treatment
System,which produced effluent of 4 mg/L CBOD5,6 mg/L TSS, For all secondary treatment systems:
and 1.2 NTU,with a geometric mean of 1.35 x 104cfu/100mL. • Require a secondary treatment system that produces
Similar reductions in fecal coliform can be expected from other 10 mg/L CBOD5 and TSS in the field.
secondary treatment systems that produce 10 mg/L CBOD5 and • Require a power ballast and lamp current sensor housed in a
TSS in the field. control panel(not a tank or riser)to minimize corrosion and
For information on commercial or high-flow applications,contact failure due to environmental exposure.
Orenco's Engineered Systems department. • Require a quartz sheath to minimize buildup and service
intervals
Power cord Require a quick-disconnect fitting for easy inspection and
11 Cord grip
• cleaning.
For Orenco's AdvanTex Treatment Systems:
Lamp handle • Require suitability with Orenco MVP Panels or the VeriComm"'
Monitoring System.When coupled with an AdvanTex
Treatment System,the MVP panel or VeriComm Monitoring-
System prevents discharge of non-disinfected effluent due to
Inlet lamp failure.A current sensor monitors lamp function and,in
Outlet the event of lamp failure,the AdvanTex discharge pump is
automatically disabled.With MVP panels,an audible and
visible alarm is activated.With VeriComm-equipped systems
a text alert is sent to the Service Provider.
Housing
Standard Model
UV-125/31-P
Quartz sheath Nomenclature
and lamp
UV - 125 /31 -TP
I Housing material:
P = Sch 40 ABS
Flow-through Lamp length:
� 31 = 31 in.(787 mm)
spacer
Lamp output:
125=125 µw/cm'
UV disinfection unit
Orenco"UV Disinfection Unit, cutaway view
©2010 Orenco Systems"Inc. NM-UV-0SI-1
Rev.1.0,©1/10
Pagel of2
J

UV Disinfection Unit (continued)
r
E ':1I11II�
fi f
Flow path I. F .
B
Flow path
111111111DOrenco UV Disinfection Unit,top view
JJ Materials of Construction
C Cord grip Nylon
Housing 3-in.(80-mm)diameter Sch 40 black ABS
Inlet tee 3-in.(80-mm)Sch 40 black ABS
Other housing fittings Black ABS
Quick-disconnect Black ABS
coupling
11/2"IPS outlet Black ABS
Lamp assembly seal EPDM rubber
Lamp sleeve 20.5-mm quartz sleeve
Specifications
Dimensions,in.(mm)
A 42.26(1073)
B 36.00(914)
C 30.87(784)
D 0.50(13)
E 4.00(100)
F 7.60(193)
G 1.50 IPS(40 ON)
Performance
L Lamp 31"(787 mm),120V,AC,50 or 60 Hz,425 mA,
38W;radiant intensity is 125 1.1w/cm2 at 254 nm
Ballast 120V,AC,50 or 60 Hz,located in UL listed
Orenco control panel
Power cord 600V,18/2 UL Type TC,25 ft(7.62 m)standard
_ _ length
Cord plug UL listed four-pin connector,lampholder,
Orenco UV Disinfection Unit,side cutaway view electric discharge,1000 V or less
NTD-UV-OSI-1 ©2010 Orenco Systems'Inc.
Rev.1.0,©1/10
Page 2 of 2

STF-N1 B, 24 A 30
FEATURES
. Use as a security measure to keep
persons especially children from
accidental entry while systems are
being serviced or any other instance
where a cover is removed
4. Available to fit 18 24', and 30'
diameter risers
Open areas in web are large enough
400 to allow tanks to be pumped without
having to remove the security net
' ❖ Installs easily in our segmented riser
and others
^" Install safety net devices in every tank riser
�. not containing an inner lid.
Nets should have multiple D-clips to
facilitate removal of nets for maintenance.
O•derpal No STF-N18
STF-N24
SfF-N30
A off
CAD cetaul drawing available n DXF to mat
r1
RELATED PRODUCTS
,r STF CI24 cage 5
mow" sirani „o„ia/ STF APC24G page 6
STF-APC246 page 6
i' STF•R824B page 9
STF-AR24 page 9
STF-APC24GI-075 page 14
STF-APC24BI.075 page 14
STF-APC24GI-100 page 14
STF-APC248I-100 page 14
STF-APL24G page 14
U S Pater.Pending STF-APL24B page 14
PAGE
Toll Free 888-999-3290 Office 231-582-1020 Fax [phone] Emau simtech@'reeway net Web ww+v gag-stmtech corr 10

p SECTION: 2.20.047
,QL/.4L/TY PUMPS�NCE /9,7,p FM1919
N151 Discharge Z
0110
Product information presented Pump or Equivalent o Supersedes
here reflects conditions at time ///�A� �O 1108
of publication.Consult factory lJ�f��
regarding discrepancies or
inconsistencies. MAIL TO: P0. BOX 16347•Louisville,KY 40256-0347 visit our web site:
SHIP TO: 3649 Cane Run Road•Louisville,KY 40211-1961 www.zoeller.com
[phone].1(800)928-PUMP•FAX[phone]
COMPARE THESE FEATURES
• Durable cast iron construction 151/152/153 EFFLUENT SERIES
• Model 151 comes standard with a glass-filled
polypropylene base (For Pump Prefix Identification see News & Views 0052)
• Corrosion resistant powder coated epoxy finish
• Stainless steel lifting handle " p O S E -MATE "• Assembled with stainless steel bolts
• Non clogging engineered thermoplastic vortex FOR SEPTIC TANK- LOW PRESSURE PIPE (LPP)
impeller design AND ENHANCED FLOW STEP SYSTEMS
• Model 151 - 1/3 HP passes 1/2"spherical solids ,,`71tI EFFLUENT °��" tos
• Model 152-.4 HP passes /4 spherical solids "`'I
a ° SUBMERSIBLE
• Model 153-1/2 HP passes'/4"spherical solids 1'/z" NPT DISCHARGE • ^`�
• Motor-60 Hz, 3450 RPM, oil-filled, hermetically
sealed, automatic reset thermal overload protected Model N1 s2/N1 s3 -
• Carbon/Ceramic seals High Head
C US Effluent
• Upper sleeve bearing and lower ball bearing running Tested to UL Standard UL778
in bath of oil and Certified to CSA
Standard CSA22.2 No.108 •
• 20 ft. UL Listed power cord with molded 3-wire plug
• 1'/2e NPT vertical discharge
MODELS AVAILABLE w
• BN and BE standard models include a 20 ft. variable •N151/N152/N153&E151/E152/E153 nonautomatic -
level float switch •BN151/BN152/BN153&BE151/BE152/BE153
• Operates at temperatures to 130°F(54°C)in effluentpackaged with Piggyback Variable Level Float Switch
P P .1/3,.4&1/2 HP,1 Ph 115V or 230V
applications
• All models include a 1%2'x 2" PVC adapter fitting
Note: The sizing of effluent systems normally requires
variable level float(s)controls and properly sized omm----.
basins to achieve required pumping cycles or dosing
timers with nonautomatic pumps.
• I POWDER
•
COATED
TOUGH"
th #I
PUMP !O. Iii
MAIL TO: P.O. BOX 16347 1
Louisville,KY 40256-0347
SHIP TO: 3649 Cane Run Road
L778-273, •1(80)1928-P
[phone].1(800)928-P1
UMP Alb
FAX[phone]
Manufacturers of. ..
(1Z0),
�? Y7 ibiz/TY PUMPS /iNCE Z37,/,,/ "
©Copyright 2010 Zoeller Co.All rights reserved.

w w PUMP PERFORMANCE CUFzvE TOTAL DYNAMIC HEAD/FLOW
LL MODEL 151/152/153 50 PER MINUTE
EFFLUENT AND DEWATERING
14- 45_153
MODEL 151 152 153
12- 40
Feet Meters Gal. Liters Gal. Liters Gal. Liters
0 35 5 1.5 50 _ 189 69 261 77 291
= 10- 152 10 3.0 45 170 61 231 70 265
30 15 4.6 38 144 53 201 61 231
0 8- 25 151 20 6.1 29 110 44 167 52 197
25 7.6 16 61 34 129 42 159
of 6- 20 30 9.1 - - 23 87 33 125
35 10.7 - - - - 22 85
15 40 12.2 - - - - 11 42
4-
t0 Shut-off Head: 30 ft.(9.1m) 38 ft.(11.6m) 44 ft.(13.4m)
0145088
2-
5
0 _ Model 151 Models 152 1153
10 20 30 40 50 60 70 80 90 100 I
GALLONS 67/32 67/32
LITERS 1 1 1 1 1 1 1 1 1
0 40 80 120 160 200 240 280 320 360 37/8 4541
37B 45/8
FLOW PER MINUTE
014508A , I
CONSULT FACTORY FOR � 37/8 • � 87M
SPECIAL APPLICATIONS �' %'; J'J � p�
� 37/8
�
•Timed dosing panels available +
I•Electrical alternators,for duplex systems,are available and Within
supplied with an alarm
•Variable level control switches are available for controlling I single phase systems illkillitiossili
•Double piggyback variable level float switches are available r-t6h
for variable level long and short cycle controls
ril
•Sealed Qwik-Box available for outdoor installations-See tt tine 12118
•Over 130°F(54°C)special quotation required r j II•I'I•II I
4-1
ViiMal=M I % 410/16 illiiiNalIMMlllll i s31e
151/152/153 Series _L iii!T 5r- i
SK2444 SK2064
151/1521153 MODELS ' Control Selection
Model Volts-Ph Mode Amps Simplex ' Duplex
N151 115 1 Non ' 6.0 1 2or3
BN151 115 1 Auto 6.0 Included 2 or 3 Orr
E151 230 1 Non 3.2 1 2or3 ��,
8E151 230 1 Auto 3.2 Included 2 or 3
N152 115 1 Non 8.5 1 2or3 Easy assembly
BN152 115 1 Auto 8.5 Included 2 or 3 1- � (pump&discharge pipe
E152 230 1 Non 4.3 1 2or3 ' ��='1.1 not included.)
BE152 230 1 Auto 4.3 Included 2or3 illik.. ► e )
N153 115 1 Non 10.5 1 2or3 1,_
BN153 115 1 Auto 10.5 Included 2or3 1 _ �1i
E153 230 1 Non 5.3 1 2 or 3 `�.� �� f%�t
13E153 230 1 Auto 5.3 Included 2or3 �Z ��
I
SELECTION GUIDE OPTIONAL PUMP STAND P/N 10-2421
1. Single piggyback variable level float switch or double piggyback variable level • Reduces potential clogging by debris
float switch. Refer to FM0477. • Replaces rocks or bricks under the pump
2. See FM0712 for correct model of Electrical Alternator E-Pak. • Made of durable,noncorrosive ABS
3. Variable level control switch 10-0743 used as a control activator,specify duplex • Raises pump 2"off bottom of basin
(3)or(4)float system. • Provides the ability to raise intake by adding sections of 1%"
or 2"PVC piping
l0 CAUTION I • Attaches securely to pump
All installation of controls,protection devices and wiring should be done by a qualified • Accommodates sump,dewatering and effluent applications
licensed electrician. All electrical and safety codes should be followed including the NOTE:Make sure float is free from obstruction.
most recent National Electrical Code(NEC)and the Occupational Safety and Health
Act(OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
©Copyright 2010 Zoeller Co.All rights reserved.

O IOAwrT , r c P oCDC S race D s c a r c e Engineers and Soil Scientists
Agri-Waste Technology,Inc.
501 N.Salem Street,Suite 203
Apex,North Carolina 27502
919-859-0669
ggnP
' Droject Location : 2 /195 , S 1 / 158 - wy \
Turning Pointncorn
CDC
- - e n c e r s o n , \ C 27536 Surface Discharge
Vcnce County, \ C \
Owner Information:
® Turning Point CDC
D \ 0030 01015 Hen Choliso Henderson
PO Box 2656
Henderson,NC 27536
[phone]
chenderson®tu rning poi ntcdc.org
Property Information:
2495 US
Hwy
ty Henderson'NC 27536 N
Project Owner: T u r n i n c Point n t CDC Vance County,NC
PIN 0030 01015
c/o Cna is Hencerson
PO Box 2656 SITE E PROFESSIONAL ENGINEER SEAL
Hencerson , \ C 27536 e *
( 252 ) 91 5 — 2 6 8 3 W„e°r°°•� \ \CA, ', 1
chencerson@turninc 3ointccc . orc z-,oF
ES8/ V
E.
•4 SEAL r:
, _ ' 045605 ' _
Project Consu tents : Scott Jones , P . - .
VICINITY MAP 09,i�Or p.�10 \S%
sjones@ac riwcste . com
7/21/70Z2
Chris VcCee , L. S . S . Sheet 1ncex
c c c e e@ c c r w c s t e . c o m FINAL NOT RELEASED FORS CONSTRUCTION
A c r i — Waste T e c h n o o c y , Inc . REV. ISSUED DATE DESCRIPTION
501 \ . Sclera Street Ste 203 Sheet 1 : Cover Sheet
Sheet 2 : Droperty Layout
Apex , \ C 27502 Sheet 3 : Component Layout
( 919 ) 859 - 0669 (System )
( 919 ) 233 - 1970 Fcx Sheet L: Component Layout
(Tanks)
System Overview : 765 cDc Chic Dcycare Foci ity Sheet 5 : System Detail # 1 SHEET TITLE
Design Stc ncarc — Dischcrce Sheet 6 : System Detail #2 Cover Sheet
AcvanTex AX - 20 Docs (2 ) Sheet 7 : System Detcil # 3 DRAWN BY: CREATED ON:
S. Jones 7/5/2022
w l•t n Sing e B u D UV Disinfection REVISED BY: REVISED ON:
RELEASED BY: RELEASED ON:
SHEET NAME:
WW-1

• \\ THIS VAR IS \ OT A CERTIFIED SURVEY
AVVT
Engineers and Soil Scientists
p
AND HAS N 0 T BEEN REVIEWED BY A Agri-Waste Technology,Inc5 .
rn 01 N.Salem Street,Suite 203
i
LOCAL G O V E R N V E N T AGE\C Y F O'R Apex,North Carolina 27502
919-859-0669
www.agriwaste.com
i Stream COVRLIA\ CE WITH A\ Y APPLICABLE Turning Point CDC
i < LA\ D DEVELORVENT REGULATIONS. Surface Discharge
i r Pond
P:, /
OWner Turning tPoint CDC
65 c/o Chalis Henderson
PO Box 2656
—_� Henderson, NC 27536
[phone]
. c
�� Pond \ chendersonOturningpointcdc.org
Property Information:
ev CS
2495 US 1/158 Hoy N
Henderson,NC 27536
\ Vance County, NC
PIN 0030 01015
PROFESSIONAL ENGINEER SEAL
\OTE: Existing Drainline for \
Facility is off site and not
Discharge \ permittable.
Location ,\ \,��+I`��'o, F- •-14
c :cp o N Solar Farm Property ®,.•FE �,a• 2�;
•
\ ,o = 711
;Q SEAL -
`\ a\ 045605 :
o
�%V cam`•'
��s Tree �;•.•.G�NE•
.. Dirt Road `��`
Line � '�.,�orT•P1•1,oe�`\.
\ ,
.''.''') •-•,...„......_.
\ `_ h^� iFINAL DESIGN
•\ _ \ _ Discharge Line 7 - NOT RELEASED FOR CONSTRUCTION
��_ ���-� R . ISSUED 041E DESCRIPTION
1 -_
Subject N------------------------
___________-_ '
Property -4, e55
\ a� N X
•Q?J \�
t
\ \ \
•
•
:Sir* �l�,Y. `..•
•A v s€t „ `' SHEET TITLE
4404
` +l :% \: Property Layout
t arm
. \
_`,,. �r `i\III' F
DRAWN BY: CREATED ON:
S. Jones 7/5/2022
REVISED BY: REVISED ON:
0 125' 250' RELEASED BY: RELEASED ON:
DRAWING NUMBER�Y -�
J
SCALED FOR 11"X17" SHEET ,��✓ W

AWI"
' Engineers and Soil Scientists
Agri-Waste Technology,Inc.
' 501 N.Salem Street,Suite 203
Apex,North Carolina 27502
919-859-0669
I
www.agrnvaste.com
Turning Point CDC
rSurface Discharge
1
I
Opner Turning P Point
_ Turning Pi CDC
1
c/o ChaEs Henderson
PO Box 26lis 6
Henderson, NC 27536
r 1 z [phone]
(/) ` \ chendersonOturningpointcdc.org
1 / •
''''
�/ � v Property Information:
LLl / / \ N85° 22, 00"E 257,00' a. , d .:. a 2495 US 1/158 H1ry N
O Henderson, 1 27536
./ Adik
•
Vance County, NC
27
/ d. o ° _ PIN 0030 01015
\ . _.
\ d PROFESSIONAL ENGINEER SEAL
Property Line —
• v
Existing Septic Tank / \ -� �� ° G Q
(to be abandoned) / �� -\ • - LA
a E, a d 4 . . v
0 .. a
10' Prope�lin�
— Setback O \ oa• •
o v a
d .v• ° : °: a a . e d a �� N ,
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•
•
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Q va \ .° °
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•
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e ••
A Q Q
•
v . • '• • Qo
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4 a NOT RELEASED FOR CONSTRUCTION
• • I d 4 ®• /
-d o R . ISSUED DATE DESCRIPTION
d •ad
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d4
iv p
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/ SHEET TITLE
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(System)
•
d . ' v d , _ :G• v d . ,eo / ,e • .G a° *i►•
DRAWN BY: CREATED ON:
d • ° a - d A .v• 0 S. Jones 7/5/2022
• v °' a d•e / REVISED BY: REVISED ON:
a v 4 v v v� :d d d 0 16' 32' RELEASED BY: RELEASED ON:
v •d O 4
d d ' ° d•
/ y DRAWING NUMBER
v
SCALED FOR 11"X17° SHEET W W —3

ne 1AWT
Property Li Line Legend Engineers and Soil Scientists
Agri-Waste Technology,Inc.
Line Name Size Type 501 N.Salem Street,Suite203
Apex,North Carolina 27502
DL Drain Line 4.0" SCH 40 PVC 919-859-0669
www.agriwaste.com
Existing Septic Tank AFSL AdvanTex Filter Supply Line 2.0" SCH 40 PVC
TurningPoint CDC
AFDL AdvanTex Filter Drain Line 2.0" into 3.0" SCH 40 PVC
(to be abandoned) Surface Discharge
EDL Effluent Discharge Line 1,25" SCH 40 PVC
•
UVL UV Supply Line 3.0" SCH 40 PVC
EIi I (*ler Information:
Turning Point CDC
cChalis
COMPONENT LEGEND POoBoo 2656nderson
Henderson, NC 27536
Line ST Septic Tank CP Control Panel [phone]
10 property RT Recirculation Tank UV UV Disinfection chenderson®turningpointcdc.org
AdvanTex Pod P Pump Property Information:
CA
CO Cleanout EF Effluent Filter 2495 US 1/158 Htry N
--� Henderson,NC 27536
_ Setback IT Inlet Tee SB Splice Box Vance County,NC
BV Ball Valve RSV Recirculating Splitter Valve PIN 0030 01015
'cz -----OJ
PF o
PROFESSIONAL ENGINEER SEAL
NOTES: `��111 I I!I�/ �9
—ADJUST TANKS TO MEET SITE CONSTRAINTS. \\��.`� ...CAl 0,1,
—TANKS TO HAVE BURIAL DEPTH NO GREATER THAN 36". �J \ F'.•'Egs�•.�j�
—ADVANTEX PODS TO HAVE 3"-6" EXPOSURE. ,'\ •
/ •'OF Q447r....7
y.
—POSITION PODS & RECIRC. TANK TO ALLOW MINIMUM 1% SLOPE IN . ^•\ ,•' \ . a SEAL r;y
DRAIN LINES (AFDL, UVL, EDL). Y `• — •;
—BALL VALVES SHOWN ON POD SUPPLY LINES (AFSL) MAY BE �S �'� �;'� O�•� 045605
LOCATED WITHIN PODS. c9 d '" J \
—PROPERLY ABANDON EXISTING SEPTIC TANK. S `, • ,\./ o \.\ vU / ••• •
T, s..• GIAIE ••co
CA V / \
(4," �s'
FINAL DESIGN
(�/ 6,› , i' I•. i A. NOT RELEASED FOR CONSTRUCTION
REV. ISSUED DATE DESCRIPTION
10 •. ��� 76 ' W
r
. I
/
s o
Discharge Point
/ 63
w/ Stabilization
CQ(2'x 6' Riprap) ,C /
Excavate Swale v(2 �� CO
Into Pond Bank � "I \ SHEET TITLE
Install Grate N
on End of Line lik
Component Layout:
/� Transition to 10'min. Tanks
• �m Length 4" Sch. 40 PVC \
a before Discharge .0 �t
DRAWN BY: CREATED ON:
/QO '1b Ig I,•• 0 5' 10' S. Jones 7/5/2022
REVISED BY: REVISED ON:
Imiml
/ RELEASED BY: RELEASED ON:
N
O Discharge Location Detail O Treatment System Detail DRAWING NU,,MBERR��J /�
SCALED FOR 11"X17" SHEET ���/ \'V -'T

SHOAF PRECAST SEPTIC INC. MODEL:TS 1775 PT AW1r
®nDI lee126' 4130 WEST US HWY 64
ee)BITE-USE 24' 26 SHOAF PRECAST SEPTIC INC. MODEL:TS 1500 STB LEXINGTON,NC 27295 NON TRAFFIC
' 120• Engineers and Soil Scientists
CAST-REPLACE , 4130 WEST US HWY 64 PHONE [phone] 1775 Gallon Pump Tank
OTENco T
LEXINGT ,NC 27295 NON TRAFFIC FAX[phone] Agfi-Waste Technology,IncAD 501 N.Salem Street,Suite 203
PHONE[phone] 1500 Gallon Septic Tank - '^-•' ,'<J` '"s' - WWW.SHOAFPRECAST.COM
' e J"'-" FAX[phone]
. • Oren.24' u6• Orenco 24•�; SHOAF-1,775 PUMP TANK Apex,North Carolina 27502
7Do., 24' `nr.,'Base
WV V.SHOAFPRELAST.LDM Riser Bose Riser Bose 919-859-0669
Riser Bose Rises Base ri Lid si Lu PT-352 NON TRAFFIC
✓Lk. 4i a SHOAF-1,500 SEPTIC TAN( NVWW.agfIW85te.COm
�B STB-390 NON TRAFFIC , LIQUID CAPACITY-1,775 GALLONS INCLUDING 10'AIRSPACE
! Q
r 0>8-3LIQUID CAPACITY-1,517 GALLONS/AIRSPACE-10' 66'60'Q y Q\ GALLONS PER INCH-28.17(AVERAGE)
1 \ TANK HEIGHT-70' Turning Point CDC
\ TAW HEIGHT-70' Surface Discharge
'"' , 4'INLET I 2 4'HOOT ON BOTTOM OF TANK TO CENTER OF INLET-59'
OUTLET BOOTS
BOTTOM OF TANK TO CENTER OF INLET-61' : INLET AND 9
Tm ysy ' ON ENDS oLNY BOTTOM OF TAN(TO CENTER OF OUTLET-59' TOP V--.• OUTLET ENDS LENGTH TO WIDTH RATIO-2 TO 1
.. ^h - -v •- �.- .. •f. ONLY SIZE OF INLET-4'PIPE
LENGTH TO WIDTH RATIO-2 TO 1
..TOP VIEW MEASUREMENTS 1. Septic tank to be approved by NC ..TOP VIEW MEASUREMENTS
ARE TO WIDEST DIMENSIONS SIZE OF INLET L OUTLET-4•PIPE Deportment of Environmental Health. NO SIDE SIZE OF INLET-STATE APPROVED RUBBER BOOT
TYPE OF INLET L OUTLET-PI1YLOCK 6(EQUAL(MEETS ASTN C-923) pKNOCKOUTS ARE TO WIDEST DIMENSIONS
2. Septic tank to be buried with min CONCRETE PSI-4000i TANK WEIGHT- 13,000 LBS.
CONCRETE PSI-40001 TANK WEIGHT-13.000 LBS. 12" soil cover. REINFORCEMENT PER STATE CODE Owner Information:
REINFORCEMENT PER STATE CODE 3. Leakage testing of tank is required. Turning Point CDC
SCALE-N.T.S. Allowable leakage must not exceed 1% SCALE -N.T.S. c/o Chalis Henderson
of tank capacity per 24 hour period. 1. Recirculation tank to be PO Box 2656
Cast ti Rove Orenco Ries Adapters 4. Documentation of tank testingShall CAST IN PLACE ORENCO RISER ADAPTERS approved byNC Department of
�•' j> pP p Henderson,NC 27536
...WE I'■,r.L..aa. be provided to certifying Engineer. , 3' STATE ILIrE I•Burn MD. Environmental Health.
INLET ccaaeme DI MDR WT STATE
• 5. Tonk risers to extend minimum of r e--IL ■L. . r APPROVAL L lIfIDIns a.eNR 2. Recirculation tank to be buried [phone]
II I.s ar II OUTLET r 1'1 PT-3521775 chendersonOturningpointcdc.org
Sk10AF-1500 6" above finishedgrade. 126' INLET PT-352
,. I STB-390 66' With minimum of 12" soil cover.
•
I 6. Final grading shall slope soil away 120'
" „.• \ 60• 3. Leakage testing of tank is Property Information;
.• au�OCTer • _ _ •- from tank openings. 79' 39' ib/ ti re uired. Allowable leakage must P y
q 9 2495 US 1/158 Hwy N
WATER LEVELS e• �— not exceed 19; of tank capacity per
10' AIRSPACE WATER LEVEL P y P Henderson, NC 27536
IJ LLm� 24 hour period. y
—vENr II ■p• ® —� VENT ® 4. Documntation of tank testing PINc0030u01015C
TO BOTTDI OF
4'OUTLET QO O O O s9• 57' 3• I shall be provided to certifying
TO BOTTOM 0LTJJ
FLOW
er TO BOTTOM OF 4' FLOW 4T0 BOTTOM OF 4' 70' 63' FLOW '• Engineer.
4'INLETINLET FROM POD: INLET FROM ST THROUGH; 5. Tank risers to extend minimum
UG. THROUGHR W n. A. •L SIDE VIEvV. ' `,-12, END VIEW I f� away from tankopenings. soil
of 6" above finished grade.
4'
6. Final grading shall slope
•
fir
,..• - er 75' —35' 56'
Not to scale 122' 62' - Not to scale .Willt►1I� �tQlll(1
SEPTIC TANK DETAIL(or equivalent) \ \ V /
, 0 A CAI ////c-os15
On.E >«a RECIRCULATION TANK DETAIL(or equivalent) \\®� •, //
0 aa•CE p AE .� ` •i.E$sIQ••/2
aQ SEAL r• • -
AX 20 Top View = • 045605 -
® • DESIGN FLOW S00-1000GPD of UV Unit in
AdvanTex Treatment System (•-.-.-.-.-.-.-._._■_._._._. •
1,■_�_■_____________■_■_■_■_■ NORTH CAROLINA Pump Vault s • GINE� '.ro ��
bask lr Y,MW■M■-■-■-•-■-■_■-■-• CONFIGURATION Top i/ t^OTr • ••••o v\\
, a I I;■.•.•.■_■:__=_•__•_■ . View
's,ope Pod , for o,,;no9e —ti �� of Recirculating - NOTE: Turbine Pump /�' r1IP. J\\\\�
`1-SCN 40 PVC
•
R�Rm R-■.-.=B.�■-■_■Nrefere,■ . 0 __ J Splitter Valve in w/ Hanging Discharge 12�r zZ
t ■ ■ • • ■ ■ ■ • • ■ ■ All ape and fittings to be PVC schedule 40. • — Itlillk•-',
:!i1 r-E Recirculation Tank O� is allowed.
I
(rmn.vex)
38, 1 n
(._■ ■ ■ ■ ■ ■ ■ ■ ■ . ■ ■ ■ o Inlet Riser FINAL DESIGN
All risers and lids to have tamper resistant bolls. N �-
�� f■ _• _•__ ■ ■ • ■ ■ ■ ■ter( ^�
_ — A712D may straddle tank between risers. 'I �. From RSV NOT RELEASED FOR CONSTRUCTION
so• REV. ISSUED DATE DESCRIPTION
4eranl Axzo _` 432D should be bedded With gravel to prevent settling. :°SSraeCf
H 40
�. [ i(� IC i t�\.��'�� - Tanks must be approved for use With AdvanTex.
•
L•,�•� Risers and lids to be at 2"+/- 1/2'above final grade.
-z'scN 40 PVC Installation must be done by Orenco certified installer. 24' PVC Riser/Lid
Splice Box nco
Engineer must submit approval letter prior to issuance of the Operation Permit
- Note elevations on separate detail sheet. My changes should be discussed - - ety Net
TTOP View With the engineer. o Safety Net Recirculating Splitter Valve (RSV) ® 111pnprao-deAdvanTex Treatment Systems ore used to treat domestic strength Wastewater. With Quick Disconnect
tR w ua Industrial cleaners•antibiotics,chemotherepuetic agents•heavy metals,solvents,heavy greases,etc.Mill hove an adverse affect on system performance.IIIWA Rwr/La 2'ova.Vent/Clean-out IderTe.AM 2•Dia.vent - - j. Discharge Une
Peck'''''' sPhtervane(Rs�1� �IO.Na sae) - From RSV . II P .wanak O o e1 000 -11
�W 24" Dia. PVC Riser/Lid
- �\ Discharge _ OrencoFiltrate I.-el a. Ta tNu.a •, . . _ 1 - I ti-Siphon Hole
in PRmp Tony~ I. 1 24'Dip.PVC Riser/lid
_ p_ Orenco W
ection Unit
t I� ' •fl.ui.uuuuuuui
l .� Ili' with Quick Disconnect
i 1— I Wa sveev he
uant«k Configuration Zoeller N161 SHEET TITLE
syllii .i. I� Influent Effluent Discharge
�•� Slinger Pipe11rwr 11Pump System Detail #1
6'x 36'
41- �Redrtdolbn 5Rm'voN. No Check Vane Recirculation Splitter Valve - kConcrete
(RSV30) 3' - -it Base
Effluent Fate. .•ddd
OSI Pump :,:,':LEL1:,L�:--.-
Side View 36 1 DRAWN BY: CREATED ON:
Septic Tonle Dose Tank Rotate•Pump Package ide law S. Jones 7/5/2022
lank may be bated(WeS near�t�) side view of RSV in Recirc of UV Unit in Pump
End View RELEASED BY: RELEASED ON:
Tank InletRiser
Not to scale Not to scale Vault SHEET NAME:
,,Not to scale t 7 ATex Treatment System-FOR ILLUSTRATION ONLY asRecirculatin.S.Iitter Valve Detail UV and Discharge Pump Chamber Detail ,`�� ��
'' X20 AdvanTex SOURCE Owns sys.^a."r. .yam k,1 sauace am smem:". NTS sous,,.ac,m sn,n.s i�-

AWF
C Engineers and Soil Scientists
"24'on abovetrolPanel ground, Agri-Waste Technology,Inc.
AdvanTez Pods Orenco 24" Dia. PVC Riser/Lid 501 N.Salem Street,Suite 203
Top of Pod 18" above ground surface 6"Above Ground Surface Apex,North Carolina 27502
24"Gasketed Fiberglass (2 Total) 91&859-0669
_ Lid Wilk Stainless 4'x6'Support Post
Steel Botts(4)(typ.) Ball Valve Safety Net with Bury 36'min in Splice Box www.agnwaste.com
Quick Disconnect(typ.) natural soil.
Turning Point CDC
6" above ground i-\ }} - A■_�I,m_MT�uFMTln•-4alggl -, Surface Discharge
surface J i - _ !"'1
�; --- J i _
I
I
•
I -
I
Return
I etuInformation:Darner Informal o.
Clean,Tamped
e C ea OW
Tamped
Clean, a ed
Line from
C eo
P
j!Ni:
I
Turning Pin Tu Point CDC
Undisturbed r kfill Bac
kfill
9
Recirc T nk
Ba
ckfill 1
a I � h r in.� •. - r Dsc a e Line
i 9 i Henderson
Ea h c a Chal s Earth
I� - FromRSV
r-� � '3? 3Si! �I- ! �lllD
To W Unit P-J I��x1 sl�l,"'_ PO Box 2656
• :...:............... °°°-' • Henderson, NC 27536
- •I ' [phone]
q
29•"Slope (min) •..••••. •.•.••••••••• I From Pod ; chenderson®tumingpointcdc.org
C '- v -- __ 2-Way Sweep Tee 3-6 �- ti-Siphon Hole
---T---- Orenco UV Property Information:
Building Drainline I Disinfection Unit _x Zoeller N151 2495 US 1/158 HWy N
- Effluent Dischar e
With Quick Disconnect 9 Henderson, NC 27536
fI ; i�� + Pump Vance County,NC
j if M\,,,,\ Stinger Pipe n`� PIN 0030 01015
v r III 6"a 36'
- I I Concrete
Baffle I e it Base
Holes ' Recirculation Splitter Valve /\,_Compacted Backfill " PROFESSIONAL ENGINEER SEAL
•
Undisturbed II - Effluent} I Earth to ! (RSV30) or gravel 3"A i
I 1 Filter �� 1 Support Pipe t .
(FTP 0854-36-NC) E I ` I
Baffled Septic Tank Compacted �. Dose Tank
k ` f Backfill f -
r- or gravel \\\t,t 1111 l t/ .p q
I6" (min) Gravel Bed I 6" (min) Gravel Bed >��`i�� C'�f�(���j/
- - ___ -- o.•OFF S S76' �,
SEAL r•
Not to scale Undisturbed Earth Undisturbed Earth 045605
•
System Detail-FOR ILLUSTRATION ONLY i
Elevation Determination Sheet ,�//// rr p.•3o� \'
/tl t,\\
Septic Tank(Shoaf 1500 gal, or equivalent) Advantex Pod 121 t
Ground Surface at Septic Tank 96.70 ft Ground Surface at Advantex Pod 96.70 ft Recirculating Splitter Valve (RSV)
Corer over Septic Tank 12.00 in (min) Height of Advantex Pcd 30.00 in Pipe Slope to RSV 3.03%
1.00 ft 2.50 ft Pipe Length 5.50 ft FINAL DESIGN
Elevation at top of Septic Tank 95.70 ft Elevation at top of Advantex Pod 97.20 ft Elevation at RSV Inlet Invert 94.53 ft NOT RELEASED FOR CONSTRUCTION
Distance to Inlet invert from top 0.92 ft Height of Pod Above Ground 6.00 in Drop Across RSV 2.00 in REV. SSIIED DATE DESCRIPTION
Elevation at Inlet invert 94.78 ft (prior to backill) 0.50 ft Elevation at RSV Outlet Invert 94.37 ft
Distance to Outlet invert from Top 1.17 ft Distance to Outlet invert from Tap 2.50 it
Elevation at Outlet Invert 94.53 ft Elevation at Outlet Invert 94.70 ft Pump Vault
Pipe Slope to UV 1%
Recirculation Tank(Shoaf 1775 gal Pump Tank,or equivalent) Float Settings Height from Pipe Length 5.00 ft
Pipe Length from ST outlet 4.00 ft Elev. (ft) Tank Floor(ri) Elevation at UV Inlet Invert 94.32 ft
Pipe Slope 33.3% Pump Enable/Low Water 91.28 30 Cover over W Inlet 2.68 ft
Distance to Inlet invert from top 1.08 ft Pump Override(6"below inlet invert) 92.70 47 32.20 in
Elevation at Inlet invert 93.20 ft High Water Alarm(inlet invert) 93.20 53 Ground Surface at Pump Chamber 97.00 ft
Ground Surface at Recirc. Tank 96.70 ft Depth Below Inlet for UV 3.00 ft
Cover over Tank 29.00 in Top of RSV cage(9"above PE/LW) 92.03 39 Elevation at Chamber Floor 91.32 ft
2.42 ft Height of Riser above Ground Surface 6.00 in
Elevation at top of Tank 94.28 ft Tank Bottom Thickness 4 in SHEET TITLE
Distance from RSV invert to top 0.25 ft Riser Height Required 6.18 ft
Elevation of RSV Invert 94.53 ft **Field Cut Risers System Detail #2
Height of Tank 70.00 in Riser Heights(extend risers 6"above grade) Cut Length Discharge Float Settings Height from
5.83 ft Septic Tank 1.50 ft Bev. (ft) Base Floor(in)
Elevation at Tank Bottom 88.45 ft 18.0 in 21" Pump OFF 92.65 16
Dose Tank 2.92 it Pump ON 93.65 28
35.0 in 36" High Water Alarm 93.82 30 DRAWN BY: CREATED ON:
Pump Chamber Riser(Min) 6.18 ft S. Jones 7EVISED 2
74.20 in 24" REVISED BY: REVISED ON:
Discharge Point(Pond) RELEASED BY: RELEASED ON:
Pipe Length 1530.00 ft
Elevation at Outlet Invert 74.70 ft DRAWING NUMBER
°System Elevations Wp7_6

MIFFRISER INSTAIIATION INSTRUCTIONS. NOTES
1. Prep Adopter Channel do Riser 1. Boundary information based on GIS and Field Survey.
1.1. Roughen the bonding surfaces of Engineers and Soil Scientists
the adapter and riser with Agri-Waste Technology,Inc.
1.z. use ppaper. cloth and acetone or 2. Septic Tank to have approved Orenco Effluent Filter model FTPS-0854-36 NC. 501 N.Salem Street,Suite203
alcohol to clean the bonding Apex,North Carolina 27502
Surfaces of the adopter and riser. 919-859-0669
The bonding surfaces must be 3. Treatment system to be 100' from anyoff—site residence or well, 10' from
• clean and dry for o good fit and Y www.agrnvaste.com
watertight joint Let the acetone residence or building foundation, and 10' from all Property Lines. Verification of
Inatoll safety Net in Eoch Access or alcohol dry completely. TurningPoint CDC
Riser that does t contain an 2. Apply Adhesive these setbacks to be performed by contractor.
Inner not
2.1, Apply o bead of ryfata Surface Discharge
adhesive to the outsideutside of the
mm sloe NO soar zm m..r lit adopter. One 7—oz packet of
- Clean,Tamped Backfill . -- -- . MA320 adhesive is typical for one 4. Contractor shall backfill around all access areas such that stormwater is shed
s:.. 24•riser.
4"SCH 40 PVC ;; ea 3. Install Riser away from potential entry points.
Class B RipRapA.._ _4,,.. 3.1. Iftheriserhasenetrations, all Nut p g^ 01Yner Informaiion:
w/Grater the rise correctly.
3.2. Firmly press the riser onto the 5. Invert elevations of all components to be verified in field by contractor to Turning Point CDC
�1 �UoUoU �Uo 1 1 e"^l adopter until the bottom of the c/o Chalis Henderson
VIIIPIP-11P�t�O01,41.0riser is resting on the concrete :s:: ::: ze:t::
IIIflg (bolted—down adpters). 6. SCH40 PVC except where noted ( >
1f lfltl tlf ice• sow ,i4. 11�1,111 en::Adapter slightly to fully sent tan to chenderson®turnip omtcdc.or
. o ,
`+.. .- ' _ , ,o o,car,,,•,e11k create a good bond, 9D 9
IIIsotob � 3.3. Apply a bead of methacrylate
adhesive to the Inside of the 7. All gravity elbows to be long radius or long sweeping type elbows. Property Information:
; •O•• • access riser—adopter pint. H2495 USenderson NC 27536 Hrfy N
..�. 3.4. Use, tongue depressor, putty
knife, or clean cloth to make a
Filter Fabric #57 Gravel continuous fillet an the Inside of 8. Actual installation and placement of treatment system to be overseen by Vance County, NC
1.`1 - the access riser adapter joint. Actual Contractor. PIN 0030 01015
Clean, Tamped Backfill Undisturbed Earth — — o e .e. Apply hydraulic cement to bond
outer riser wall and top of took.
iiiirp 4. Ensure safety net and inner lid ore in
�II�-, place and secured, 9. Use Class 'B' erosion control stone for structural base for outlet stabilization PROFESSIONAL ENGINEER SEAL
t1►�' FIR RISER WALL PENETRATIONS structure. Use #5 or #57 stone for sediment control.
Grommet Size,Inches Hole See Sine,
(Nominal IPS Pipe Size] Inches 10. Discharge line must be covered to a minimum depth of 1 8". Discharge pipe
NOTE Instep a Moo Clomp,e
e•for Ip„er)nits(rs Us. 1/2 1 outlet to have grate.
3 1/4
14 11 9/16 00%1 1'11/ -0��
11/2 2 e 11. Flow from the receiving ditch/stream back into the system shall be prevented. ,`\�N••
CA/ZO///ice
2 23/4 � •• `/ ,
4 35a 12. Engineer Inspection required during system installation and at final completion. .is.0' ���
'�
13. Contractor to seed and/or mulch disturbed areas to coincide with existing — ••
•4 SEAL r'
Not to scale Not to scale _ = 045605 —
landscape. Area shall not be left with uncovered soil. —
Discharge Riprap Detail Safety Net Detail
.., "' so.„ mT,a,.,.wT . 14. Upon system completion, Contractor to supply Engineer with documentation of % 6)•• 'GINS • co
installation and a signed letter indicating system was installed per approve e 0 •Oj ..•0 ec,
design or noting any deviation from approved design. /// T P• 4 \\\
III \\
4X6TREATEDPOST 15. Contractor to install Internet or phone line to VCOM control panel. "27/7`'rz
--I 16. AdvanTex Unit(s) to be placed on gravel bed and backfilled with gravel.
MOUNT PANEL DIRECTLY
CONTROL TO POSTS OR TO ALUMINUM PLATE FINAL DESIGN
PANEL (GRIND OFF PROTRUDING SCREWS) /" 17. Mount Control Panel a minimum of 24" above grade. Power to panel to be NOT RELEASED FOR CONSTRUCTION
/ installed by licensed electrician per code. REV. ISSUED DATE DESCRIPTION
0000
SINGLE O min 3'
CONDUIT 1 18. Leak test required on septic tank. Contractor to property abandon existing septic
(no splices) Concrete Support tank. Contractor shall provide documentation from Orange County.
. 7 2X4 TREATED-SECURE Pad 18"x 18"x4"
CONDUIT WITH 4-3"DECK SCREWS 19. Water spigot to be located on exterior of facility within 50' of tanks.
SUPPORT PER POST
—L 20. All wastewater from the facility, including greywater, is to be conveyed to the
, 2'(min.) septic tank.
RISER OR
CORRUGATED PIPE 24•• 21. Separate circuits for each pump and alarm/control panel are required (2-120V,
MIN. COVER 20 amp; 1—120V, 15 amp). Separate conduits required for phone or Internet
-� - 4 ,. � ������ Geotextile line.
'� }} Gravel
f. '_- GRAVEL Fabric 22. Recirculation Timer Settings:COVER CONDUIT ' -Drain Hole g
i-' i li , SHEET TITLE
MINIMUM 18" = 1 -- --� TIME ON/OFF: 0.64/14.36 minutes
1 System Detail 3
TO UVt l i I + TO RECIRCULATION PUMP Galvanized 25 gpm to each Pod (total of 2 Pods). y
TO POWER SOURCE'
4"x4" Treated Post— Elbow
ALL CONDUIT 48" burial (min)
INSTALL TO BE 3/4"(min)
MULTIPLE DRAWN BY: CREATED ON:
CONDUITS AS S. Jones 7/5/2022
NEEDED 3'BURIAL DEPTH REVISED BY: REVISED ON:
MINIMUM
.7
RELEASED BY: RELEASED ON:
—
Not to scale Not to scale DRAWING NUMBER
O°Control Panel Support Yard Hydrant(if spigot not located within 50'of tanks)
0.. VFW-7