NCG551781_Application_20210708

DKL Investment Solutions, LLC
Surface Discharge System with
Recirculating EZ Treatment and
UV Treatment
5013 Cheek Rd
Durham County, North Carolina
Project Number: A94001.00
Date of Preparation: June 30, 2021
PROJECT MANAGEMENT
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Supporting Information & 14
SEAL 11.
Technical Specifications Prepared By: 7 s "°N
MacConnell & Associates, P.C. ,,APA: Macy?:. ri
Full-Service Consulting Engineers 1�i,,ill,1,N0
501 Cascade Pointe Lane, Suite 103
Cary,North Carolina 27513
MAcCONNELL
&ASSOCIATES,inc.
Post Office Box 129
Morrisville,North Carolina 27560
Telephone: [phone] Fax: [phone]

Table of Contents
• NPDES Application for Coverage (Notice of Intent)
& Supporting Documents
• Proof of Ownership & Existing Permit
• Project Narrative
• Project Specifications
• Design Calculations
• Equipment
• Operation and Maintenance

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P.O.Box 129 III� �� 501 Cascade Pointe Lane
Morrisville,NC 27560 '4+ Suite 103
Y,
NC 27513
919-467-1239 "� Cary,
Fax [phone]
MACCONNELL
&ASSOCIATES,P.C.
June 30, 2021
Mr. John Hennessy
Supervisor
NC DEQ-Division of Water Resources
Compliance and Expedited Permitting Unit-NPDES
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Re:DKL Investments,LLC
Mr. Dana LaBerge, Owner/President
5013 Cheek Rd, Durham,NC
Discharge System with E-Z Treat Treatment System and UV Treament
Project No: A94001.00
Dear Mr. Hennessy,
Please find submittal of Proposed Direct Discharge with E-Z treatment system application for
5013 Cheek Rd, Durham, North Carolina. The site has been deemed unsuitable by the County
Health Department and a request for a Direct Discharge Permit follows. Please find enclosed one
original and two copies of the Notice of Intent and Authorization to Construct application package
for the above referenced project. With this letter, we are requesting coverage under NCG550000
and authorization to construct for the house located at 5013 Cheek Rd,Durham,North Carolina.
The following is included for your review:
• One original letter requesting coverage under NCG550000 and Authorization to
Construct(This letter)
• One original copy of the Notice of Intent Application
• Original Denial letter for an onsite discharge system from County Environmental
Department
• A check for$60.00 to NCDEQ—Division of Water Quality
• One set of plans, calculations, specifications and operation and maintenance plan of
proposed treatment system
• One electronic copy of the entire submittal as requested

We feel that this submittal is sufficient for you to complete your review. If you have any
questions or require additional information,please contact me or David Barcal at(919)467-1239.
Thank you for your assistance.
Sincerely,
Gary S. MacConnell, PE
President
cc: DKL Investments, LLC—Owner

National Pollutant Discharge Elimination System
(NPDES) FOR AGENCY USE ONLY
Division of Water Resources
Application for SURFACE DISCHARGE Date Received
Environmental Certificate of Coverage(COC)Under Year Month Day
Quality General Permit NCG550000
For Single Family Residences and Similar Discharges Certificate of Coverage(COC)
100%domestic wastewater-<1,000 gallons per day NCG 55 I -7 e)
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 disc "-- p• -j ED
Name(s): Jane Bernard Date: 6/25/2021 ' V
JUL 0 8 2021
2. Owner's Contact Information: NCDEQ/DWR/NPDES
Applicant Type: ❑Individual ®Corporation ❑Partnership
Owner Name and Title:
DKL Investment Solutions,LLC Dana LaBerge,Owner Blake J.Anderson,Project Manager
Street Address: 453 Big Willow Way
City: Rolesville State: NC Zip: 27571 Click here to enter
text.
Telephone#(H): TeIephone#(W):C Tick here to enter text.
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: 5013 Cheek Rd
City: Durham State: NC Zip: 27704
County: Durham County
Telephone#: Click here to enter text. Cell/Mobile#: [phone](Joshua Paxon)
' Website:
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).
Page 1 of 6 Revised:A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage (COC) and/or Authorization to Construct(ATC)
under General-Permit NCG550000
From US Highway 98 turn onto the starting point of Patterson Rd from the intersection of US-98,
Sherron Rd, and Patterson Rd.Drive approximately 3.5 miles to the end of Patterson Rd at
Cheek Road.Turn left on Cheek Rd,then in 200ft take a right into the first residence,5013
Cheek Rd.
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].
0 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. ❑
® Sand filter—Discharge to Surface Waters [or other,as defined 15A NCAC 0211.0103(11)J.If
previously permitted,please attach a copy of the permit,or enter the permit number(n/a)_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)1.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. 0
❑ Other
O 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 ❑ UV disinfection
®Primary sand filter 0 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 3 x 120 gallons per bedroom=360 gallons per
day(flow)
Page 2 of 6 Revised:A. Orlando NPDES 21 Sept2017

- 1
Application for Certificate of Coverage(COC) and/or Authorization to Construct (ATC)
under General-Permit NCG550000
- Commercial: How many employees?(25 gpd/person)
c) Is your existing treatment system failing? Yes ® No ❑
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]:See Attached
If previously permitted[state],provide permit number and date issued [attach copy,if available]:
Click here to enter text.
9. Check all PROPOSED new system components
® Septic tank ®Dosing tank ® UV disinfection
El Primary sand filter ❑ Secondary sand filter ❑ Recirculating sand filter(s)
❑Chlorination ❑Dechlorination ® Other components: Recirculation Tank
Self-Contained POD system [describe] E-Z Treat Pod Filter System
❑Post Aeration(specify type)
❑ 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? n Yes ® No
Provide details of the Proposed NEW Discharge [Flow and Source Water]:
® Check if same as 6.
Existing: Amount of wastewater currently discharged: Number of bedrooms 3 x 120 gallons per
bedroom= 360 gallons per day to be permitted(design flow)
Expanding: Amount of wastewater proposed to be discharged:Number of bedrooms 3 x 120
gallons per bedroom= 360 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.)
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
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. Attached
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 IZ
(2) Is there sufficient area on-site? Yes ❑ No El
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).Attached
e) Cost of Alternatives—Provide an estimation of the cost of each discharge
alternative or combination of alternatives.Attached
11. Provide Regional Information: Please provide the following information.If you need assistance in
obtaining this information,please contact your local DEQ 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.
Stream Classification: WS-IV,NSW
b) Is it a High-Ouality Water?If so, check if it is by definition or by designation?In order to check
this, ask the Planning Unit.
Not High-Quality Water.
c) May-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).
Attached.
d) Site Evaluation-Contact DEO'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.Jane Bernard
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).
Attached.
Page 4 of 6 Revised:A. Orlando NPDES 21Sept2O17

Application for Certificate of Coverage (COC) and/or Authorization to Construct(ATC)
under General-Permit NCG550000
fj 7Q10/3002 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.
11. Certificates of Coverage/Notices of Intent to Discharge/Authorizations to Construct-Check ALL of
the following information has been provided. Incomplete Applications will be returned
® An original letter[two(2)copies]requesting coverage under NCG550000.
® This application[two(2)copies].Your signature on this application,certifies that you are legally
responsible for the proposed treatment system(see page 6 of 6)for the COC/NOI/ATC.
® A check or money order for$60.00 permit fee made payable to NCDEQ.
12. Additional Application Requirements
a) Narrative Description of the treatment system. This narrative should present treatment components
in order of flow—influent to outfall,including anti-erosion structures and sample-port location(s).
b) Final Plans and Specifications for a wastewater treatment system shall be signed by a North
Carolina-registered Professional Engineer,or if prepared by others,must conform to 15A NCAC
02H.0139. All documents are to be stamped "Final Design-Not Released for Construction."
Submittal shall include a site map showing the proposed outfall and the effluent proposed path to
surface waters-of-the-State.(see Item 1 for location verification by DWR Regional Office staff)
c) Submittals by a Consulting Engineer or Engineering Firm shall include:
1. A copy of your written authorization to represent,signed by the legal
permit Applicant;and
2. Upon completion of proposed work,a signed copy of DWRs Engineer's
Certification form attesting that the project was completed in accord
with the DWR approved COC/ATC,as issued.
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: Mr.Gary S.MacConnell
Title: President,MacConnell&Associates,P.C.
(Please review 15A NCAC 02H.0106(e)for definition of authorized signing officials)
(Signature ofApplicant) (Date Signed)
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
Page 5 of 6 Revised:A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage (COC)and/or Authorization to Construct(ATC)
under General-Permit NCG550000
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.
Compliance duties include:
• paying your annual fee[due on the anniversary of COC/ATC effective date],
• following the manufacturer's guidelines,
• conducting and documenting inspections,in compliance with General Permit NCG550000,
• establishing sources for OEM spare parts and supplies,
• taking discharge samples for analysis,and logging the results,
• making necessary repairs,documenting said maintenance in logs,and
• keeping logs onsite for the life of the permit,available for DWR inspection.
North Carolina General Statute§ 143-215.6B provides that:
Any person who knowingly makes any false statement representation,or certification in any application,record,
report,plan,or other document filed or required to be maintained under this Article or a rule implementing this
Article; or who knowingly makes a false statement of a material fact in a rulemaking proceeding or contested
case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate any recording or
monitoring device or method required to be operated or maintained under this Article or rules of the Commission
implementing this Article,shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed ten
thousand dollars($10,000). 18 U.S.C. Section 1001 provides a punishment by a fine or imprisonment not more
than 5 years,or both,for a similar offense.
Application must be accompanied by a check or money order for$60.00
made 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 21 Sept2017

Engineer's Alternatives Analysis
Spray/Drip Irrigation System: There is insufficient room on site for a drip or spray irrigation
system considering spray/drip field area requirements and setbacks.
Connect to Municipal System: The nearest manhole for the City of Durham is approximately
20,000 linear feet away, located at the intersection of Cheek Rd and Harvest St.. The cost is
prohibitive as projected below:
Description Quantity Units Unit Cost Total
8-Inch PVC Sewer 20,000 LF $ 65.00 $1,300,000.00
Manholes 100 Each $3,500.00 $350,000.00
Engineering 10 % $165,000.00
Contingency 10 % $165,000.00
Total $1,980,00.00
Wastewater Reuse: Site not suitable for wastewater reuse system due to size of lot.
On-Site Soil Evaluation: Soils deemed unsuitable by Durham County Health Department(See
letter)
Cost of Alternatives: Shown above.
7Q10: Septic to discharge to the drainage ditch located along the eastern property line which
flows to an existing stream and ultimately goes to Rocky Branch,north of the property. There are
other surrounding lots that utilize similar drainage ditchs as a discharge point such as permit
numbers NCG551572,NCG551494,and NCG550627

_..•�nTY
Public Health
Date 4/30/21
Re: Application for Construction Authorization for DKL Investment Solutions
Property site:5013 Cheek Rd, Durham, NC 27704
Environmental Health Division file number:356662
Dear DKL Investment Solutions,
The Durham County Department of Public Health, Environmental Health Division on evaluated
the above referenced property at the site designated on the plat/site plan that accompanied your
construction authorization application. According to your application the site Is to serve a 3
bedroom residence with a design wastewater flow of 360 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
construction authorization. A copy of the site evaluation is enclosed. The site is unsuitable
based on the following:
0 nsultable soil topography and/or landscape position (Rule .1940)
Q nsuitable soil characteristics (structure or clay mineralogy)(Rule.1941)
!7 Unsuitable soil wetness condition(Rule .1942)
nsuitable soil depth (Rule.1943)
NI Presence of restrictive horizon (Rule .1944)
•Insufficient space for septic system and repair area(Rule.1945)
UUnsuitable for meeting required setbacks(Rule .1950)
III Other(Rule .1948)
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 possble
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
construction authorization shall be issued for this site in accordance with Rule .1948(c).
. Environmental Health Division
Human Services Building 1 414 East Main Street,Durham,North Carolina 27701
.,� [phone] I Fax[phone] I dconc.gov/publicheelth
k, '' Equal Employment/Affirmative Action Employer

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
file 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(919)431-3000 or download it from the
OAH web site at http://www.ncoah.com/forms.html . The petition for a contested case hearing
must be filed in accordance with the provision of North Carolina General Statutes 130A-24 and
150B-23 and all other applicable provisions of Chapter 150B.N.C. General Statute 130A-335
(g)provides that your hearing would be held in the county where your property is located.
Please note: If you wish to pursue a formal appeal,you must file the petition form with the Office
of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER. The date of
this letter Is 4/30/21 . 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 150B-23
that you send a copy to the Office of General Counsel, N. C. Department of Health and Human
Services.
You may call or write the local health department if you need any additional information or
assistance.
Sincerely,
J. Cole Bowers, REHSI
Environmental Health Specialist Intern
Enclosures: Copy of site evaluation
Copy of Rule .1948

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Cole Bowers, RE SI
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1SA NCAC 18A.1l48 SITE CLASSIFICATION
(a) Sites classified as SUITABLE maybe utilized for a ground absorption sewage treatment and disposal system consistent
with these Rules. A suitable clssifioation 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
installation.
(b) Sites classified as PROVISIONALLY SUITABLE may be utilized fora ground absorption sewage treatment and disposal
system consistent with these Mies but have moderate limitations. Sites classified Provisionally Suitable require some
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 fora site which is classified as
UNSUITABLE. However,where a site is UNSUITABLE,it maybe 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
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
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:
(1) a ground absorption system can be installed so that the effluent will be non-pathogenic,non-infectious,
non-toxic,and non-hazardous;
(2) the effluent will not contaminate groundwater or surface water,and
(3) the effluent will not be exposed on the ground surface or be discharged to surface waters where it could
came in contact with people,animals,or vectors.
The State shall review the substantiating data if requested by the local health department.
History Note: Authority G.S.130A-335(e);
Eff July 1, 1982;
Amended E,B:April 1, 1993;January I, 1990.

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RIFIVIS
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Point of Sale Residential Septic System Inspection
Inspector: Travis Creech
252-290-0081
[e-mail]
License # 5045I
Expires 12/31/2020

RAVIS�
VA - BEECH
ITS -fitailrit E:gaffe
252 90-0081
Op-site Wastewater Pre-inspection Contrael
Client Name: t\axne, AfIeleliSOn
Client Address:AS 38 P;-ftmoin ratd
Client Phone: (CVO DO% 7 — --
Property Address: ,3:31 P l (\ Roc,tet ,Selma.
Client is: Owner of Record_ Realtors/ Lender_ Buyer_ Seller
Other(Describe)
Certified Inspector Name:Michael Travis Creech Company Name: Travis Creech Plumbing&Septic Inc.
Company Address:9000 Kirby Rd.Kenly,NC 27542 Inspector Certification Number:5045I
Inspector Phone:[phone] Certification Expires:December 31,2020
The on-site wastewater system inspection,hereinafter referred to as Inspection,shall be performed in accordance with
21 NCAC 39.1004,21 NCAC 39.1005 and 21 NCAC 39.1006. General Statutes,Rules and Minimum Inspection
Requirements,can be viewed at Itww.ucowcicb.info
Services provided shall Include: Inspection meeting minimum requirements
Pumping of Tank Yes No Customer declined to pump tank
Other(Describe)
Complete a thorough inspection with pictures detailing the location and condition of the system.
Cost of Services to be provided:5 'mil15 .00
Inspector Is not required to report on: 1) Life expectancy of any component or system
2) The causes of the need for a repair
3) The methods,materials and costs of corrections
4) The suitability of the property for any specialized use
5) The market value of the property or its marketability
6) The advisability or inadvisability of purchase of the property
7) Normal wear and tear to the system
Inspector is not required to: 1)Identify property lines
2)Offer warranties or guarantees of any kind
3)Calculate the strength,adequacy,or efficiency of any system or
component
4) Operate any system or component that does not respond to normal
operating controls
5) Move excessive vegetation,structures,personal items.panels,furniture,
equipment,snow,ice,or debris that obstruct access to or visibility of the
system and any related components
6) Determine the presence or absence of any suspected adverse
environmental condition or hazardous substance,including toxins,
carcinogens,noise,and contaminants in the building or in soil,water,
and air
7) Determine the effectiveness of any system installed to control or remove
suspected hazardous substances
8) Predict future condition,including failure of components

9) Project operating costs of components
10) Evaluate acoustical characteristics of any system or component
11) Inspect equipment or accessories that are not listed as components to be
inspected
12) Conduct dosing volume calculations
13) Evaluate soil conditions beyond saturation or ponding
14) Evaluate for the presence or condition of buried fuel storage tanks
15) Evaluate the system for proper sizing,design,or use of proper materials
16) Perform a hydraulic load test on the system
Inspector is required to: I) Uncover tank lids and distribution devices so as to gain access unless
blocked as described mu 21 MCAC 39.I004(b)(5). The distribution box may
remain covered if the Inspector has an alternate method of observing its
condition.
2) Probe system components where deterioration is suspected
3) Report the methods used to inspect the on-site wastewater system
4) Open readily accessible and readily openable components
5) Report signs of abnormal or harmful water entry into or out of the
system or components
As required by 21 NCAC 39.1002(1)this contract must be provided by Inspector and signed by
client or client's representative prior to Inspection being performed.
Signature below acknowledges receipt of copy of this contract and acceptance of Inspection as
stated above:
Signature of C ' t or CH nt's Representative Date
MR 4-r- z
Signature of Inspector Date
Note: 21 NCAC 39.1002(2)Requires written permission from owner or owner's representative to
perform the inspection must be acquired prior to the inspection.

ritSi RFVI, .. EEC `.
{ On-site Wastewater Inspection
tla�r�! fi S'r�Cc,1�or..
� :;,,,/ $O.0O18I Pre-Inspection Contract,signed by Client is attached to Inspection
Property Address 3 ���_ 1v 1QA oQc1 -
J 2,\ Street
City t Zip
Client Name: ��A Q ()V\
Current owner of Record
Date of inspection: Ds- -a' _
Advertised number of bedrooms as stated in MLS or as stated in attached sworn statement by owner or
owner's representative
Gallons per day for designed system size or number of bedrooms as stated in available local health department
information
Inspection shall include any part of the system located more than 5 feet from the primary structure that is a part of the
operations permit
Copy of Operations permit from County Environmental Health Attached
Operations permit not available
System requires a certified subsurface water pollution control system operator pursuant to G.S.90A-44
Current Operator's Name
Most recent performance,operation and maintenance reports are attached not available
Type of water supply Well Public Water Community Water Spring
Location of Septic Tank and septic tank details:
_ ft from house or structure
if? ft from well if applicable
ft from water line if applicable and readily visible
95 ft.from property line if said property lines are known
3 in distance from finished grade to top of tank or access riser
NO Access risers) yes no Describe ND Gdtieted, w 44 d ii+
A/O Tank lids intact yes no
4/O Tank has baffle wall yes no Describe condition of baffle wall: NOP'IB oruajc,
yf:S Inflow to tank is noted as sufficient
n/O Inflow to tank is noted as insufficient or blocked
yff5 Water level in tank is relative to tank outlet
yrc Outlet T is present yes no Describe condition of Outlet T:
,NO Outlet has filter yes no Describe condition of filter:
1e5 Effluent leaves the outlet yes no
Yes Roots present in tank yes no Describe extent of roots:
Evidence of tank leakage Describe:
NO Evidence of non-permitted connections,such as downspouts or sump pumps
ye5 Connection present from house to tank
Yes Connection present from tank to next component
Percentage of solids in tank
Unable to locate tank.System inspection cannot be completed until tank is located
Date tank was last pumped unknown
Client requesting this inspection has been advised that for a complete inspection to be performed the tank needs to be
pumped. Client has declined to have the tank pumped at inspection and hereby acknowledges they have so declined.
Client Signature Dett.

r
Does system have pump tank? yes(complete blanks below)no
NO ft from house or structure
No ft from well or spring if applicable
NO ft from water line if applicable
MO ft,from property Ilne if property lines are known
A/0 ft from septic tank
No Distance from finished grade to top of tank or access riser
No Access risers in place yes no
ivo Describe type of access risers:
No Describe condition of tank lids
Location of control panel:
Condition of control panel:
rt/O Audible and visible alarms(as applicable)work
NO Pump turns on and effluent is delivered to next component
NQ Unable to operate pump doe to lack of electricity at site at
time of inspection
Dispersal field: Type of system: Conventional Accepted Innovative Experimental Controlled Demonstration tikslrtoqct
Pretreatment;Type of Pretreatment
Brief Description of System Type 1JoP1h Made.
ft.from property line if property lines are known
ft from septicfpump tank
#of lines
15 ft length of lines
/'Vt Evidence of past or current surfacing at time of inspection
Briefly describe: old cloy _pie Lir r S
NO Evidence of traffic over the dispersal field
jt19 Vegetation,grading and drainage noted that may affect the condition of the system or
system components
Yd f Effluent is reaching the dispersal field
Conditions present that prevented or hindered the inspection
Adverse conditions present that require repair or subsequent observation or warrants further evaluation by the local
health department. Description of adverse condition:
Consequences of the adverse condition:
Client should contact County Environmental Health and/or a certified on-site wastewater contractor
Other pertinent facts noted during inspection:
Certified Inspector Name:Michael Travis Creech Company Name: Travis Creech Plumbing
Company Address:9000 Kirby Rd.Kenly,NC 27542 Inspector Certification Number:50451
Inspector Phone:[phone] Certification Expires:December 31,2020
No representation,warranties or opinions are hereby given,written or expressed otherwise,as to the future
performance of onsite wastewater system described herein. This onsite wastewater system inspection is a presentation
of system facts in place on date of inspection.
Inspector Signature:
f r� Date 4-- 1` (

NCOWCICB Current Version of Rules as of 1/1/16
SECTION.1000-NC ON-SITE WASTEWATER INSPECTOR STANDARDS OF PRACTICE
21 NCAC 39.1001 DEFINITIONS
As used in this Section
(I) "Automatic safety controls"means devices designed and installed to protect systems and components from
excessively high or low pressures and temperatures, excessive electrical current,loss of water,high water,
fire,freezing,or other unsafe conditions
(2) "Component"means a readily accessible and observable part of an on-site wastewater system
(3) "Cross connection" means any physical connection or arrangement between potable wafer and the on-site
wastewater system or any other source of contamination.
(4) "Dangerous or adverse situations" means situations that pose a threat of injury to the inspector, or those
situations that require the use of special protective clothing or safety equipment,such as personal protection
equipment.
• (5) "Describe"means a written report of a condition found within the system or any observed component of the
inspected system.
(6) "Dismantle" means to take apart or remove any component. device or piece of equipment that is bolted,
screwed, or fastened by other means and that would not be taken apart or removed by a homeowner of
operator in the course of normal household maintenance.
(7) "Enter" means to go into an area to inspect all readily accessible, readily openable, and readily visible
components
(8) "Hydraulic Load Test" means the introduction of water or waste water into a system for the purposes of
mimicking the system's peak flows
(9) "Inflow"means extraneous water directly entering a component,such as via a sump pump,foundation drain,
condensate line,or infiltration
(10) "Normal operating controls"means certified operator or homeowner-operated devices.
(II) "Normal weal and tear"means superficial blemishes or defects that do not interfere with the functionality of
the component or system.
(12) "Operate"means to cause systems or equipment to function_
(13) "Readily accessible" means approachable or enterable for inspection without the risk of damage to any
property or alteration of the accessible space,.equipment,or opening.
(14) "Readily openable access panel" means a panel provided for homeowner or certified operator maintenance •
and operation that has removable or operable fasteners or latch devices in order to be lifted off,swung open,
or otherwise removed for inspection This definition is limited to those wastewater system components not
blocked by stored items,furniture.building components or landscaping.
(15) "Readily visible"means seen by using natural or artificial light without the use of equipment or tools other
than a probe,flashlight or mirror
(16) "Roof drainage systems"means gutters, downspouts, leaders,splash blocks, and similar parts used to carry
water off a roof and away from a building
(17) "Shut down"means a condition of conditions wherein a piece of equipment or system cannot be operated by
the device or control that a homeowner should normally use to operate it. If its safety switch or circuit
breaker is in the"off'position,or its fuse is missing or blown,the inspector is not required to reestablish the
circuit for the purpose of operating the equipment or system.
(18) "Structural component"means a wastewater system component that supports non-variable forces or weights
dead loads)and variable forces or weights(live loads),such as a control panel support,septic tank,D-box,
I (
or manifold
History Note Author:I) G.S 90A-71, 904-74-
Eff October 1,2011

21 NCAC 39.1002 GENERAL REQUIRE
MENTS
Inspectors shall:
(1) Provide a written contract,signed by the client or client's representative,before the on-site wastewater system
inspection is performed that.
(a) States that the on-site wastewater system inspection is conducted in accordance with Rules 1004, .
1005,and_1006 of this Section;and
(b) Describes what services shall be provided and their cost.
(2) Obtain written permission from the owner or owner's representative to perform the inspection
(3) Inspect readily openable and accessible installed systems and components listed in this Section.
(4) Submit a written report to the client or client representative within 10 business days of the inspection that
(a) Describes those systems and components required to be described in Rules .1005 through .1006 of
this Section,
(b) States which systems and components designated for inspection in this Section have been inspected,
and state any systems or components designated for inspection that were not inspected, and the
reason for not inspect rig. Failure to locate the system or components for inspection or "could not
locate"shall not be the same as"not visible" If the system or component is not located,the written
report shall state the failure to locate the system or components for inspection or"could not locate;"
(c) States any systems or components inspected that do not function as intended or harm the wastewater
treatment system,
(d) States whether the condition reported requires repair or subsequent observation,or warrants further
evaluation by the local health department The statements shall describe the component or system
and how the condition is defective,explain the consequences of the condition,and refer the recipient
to the local health department or a certified on-site wastewater contractor,and
(e) States the name,license number,and signature of the certified inspector.
(5) Maintain records for a period of seven years.
History Note• Authority G.S 90A-71, 90A-72. 90A-74,
Eff.October 1,2011,
Amended Eff January 1.2016,April 1,2014
21 NCAC 39.1004 GENERAL EXCLUSIONS
(a) Inspectors shall not be required to report on:
(I) Life expectancy of any component or system,
(2) The causes of the need for a repair;
(3) The methods;materials,and costs of corrections;
(4) The suitability of the property for any specialized use,
(5) The market value of the property or its marketability;
(6) The advisability or inadvisability of purchase of the property;or
(7) Normal wear and tear to the system.
(b) Inspectors shall not be required to
(I) Identify property lines:
(2) Offer warranties or guarantees of any kind;
(3) Calculate the strength,adequacy,or efficiency of any system or component;
(4) Operate any system or component that does not respond to normal operating controls,
(5) Move excessive vegetation structures,personal items,panels,furniture,equipment,snow,ice,or debris that
obstruct access to or visibility of the system and any related components;
(6) Determine the presence or absence of any suspected adverse environmental condition or hazardous
substance.including toxins,carcinogens,noise,and contaminants in the building or in soil,water,and air,
(7) Determine the effectiveness of any system installed to control or remove suspected hazardous substances;
(8) Predict future condition,including failure of components;
(9) Project operating costs of components;
(10) Rvaluate acoustical characteristics of any system or component;or
(11) Inspect equipment or accessories that are not listed as components to be inspected in this Section
(c) Inspectors and Contractors shall not:
(1) Offer or perform any act or service contrary to Article 5 of G.S 90A or the rules of this Chapter;or
(2) Offer or perform engineering,architectural,plumbing,electrical,pesticide or any other job function requiring
an occupational license in the jurisdiction where the inspection, installation,or repair is taking place,unless

the on-site wastewater system inspector or contractor bolds a valid occupational license in that field,in which
case the inspector or contractor shall inform the client that the inspector or contractor is so licensed.
History Note. Authority G.S 90A-72;90A-74;
4 October 1,2011;
Amended Eff January 1,2016.
21 NCAC 39.1005 ON-SITE WASTEWATER SYSTEM COMPONENTS
(a) When inspecting an on-site wastewater system the inspector shall inspect and describe:
(1) Any part of the system located more than five feet from the primary structure that is part of the operations
permit,
(2) Septic tanks;
(3) Pump tanks,
(4) Distribution devices.
(5) Dispersal fields;
(6) Treatment units,
(7) Control panels,
(8) Any other components required as part of on-site wastewater system permit,including drainage;and
(9) Any vegetation and grading with respect only to their effect on the condition of the system or system
components.
(b) The inspector shall.
(1) Uncover tank lids and distribution devices so as to gain access,unless blocked as described in Rule 1004(b)
(5) of this Section The distribution box may remain coveted if the inspector has an alternate method of
observing its condition;
(2) Probe system components where deterioration is suspected;
(3) Report the methods used to inspect the on-site wastewater system;
(4) Open readily accessible and readily openable components;and
(5) Report signs of abnormal or harmful water entry into or out of the system or components.
(c) The inspector is not required to.
(I) Conduct dosing volume calculations,
(2) Evaluate soil conditions beyond saturation or ponding,
(3) Evaluate for the presence or condition of buried fuel storage tanks;
(4) Evaluate the system for proper sizing,design,or use of proper materials;or
(5) Perform a hydraulic load test on the system.
Huston.Note Authority G.S.90.4-72, 90A-74,
Eff October 1,2011,
Amended Eff January 1, 2013,
21 NCAC 39.1006 MINIMUM ON-SITE WASTEWATER SYSTEM INSPECTION
(a) The inspector shall obtain,evaluate,describe,or determine the following during the inspection.
(I) Advertised number of bedrooms as stated in the realtoi Multiple listing Service information or by a sworn
statement of owner or owners representative,and
(2) Designed system size(gallons per day or number of bedrooms)as stated in available local health department
information,such as the current operation permit or the current repair permit.
(b) The inspector shall obtain,evaluate,describe,or determine the following during the inspection
(1) Requirement for a certified subsurface water pollution control system operator pursuant to O.S. 9DA-44,
current certified operator's name, and most recent performance operation and maintenance reports (if
applicable and available);
(2) Type of water supply,such as well,spring,public water,or community water,
(3) Location of septic tank and septic tank details
(A) Distance from house or other structure;
(B) Distance from well,if applicable,
(C) Distance from water line,if'applicable and readily visible;
(D) Distance from property line,if said property lines are known;
(E) Distance from finished grade to top of tank or access riser
(F) Presence and type of access risers,
(G) Condition of tank lids;
(H) Condition of tank baffle wall;
(I) Water level in tank relative to tank outlet,
(I) Condition of outlet tee;

(K) Presence and condition of outlet filter,if applicable;
(L) Presence and extent of roots in the tank;
(M) Evidence of tank leakage;
(N) Evidence of inflow non-permitted connections,such as from downspouts or sump pumps;
(0) Connection present from house to tank;
(P) Connection present from tank to next component;
(Q) Date tank was last pumped,if known:and
(R) Percentage of solids(sludge and scum)in tank;
(4) Location of pump tank and pump tank details.
(A) Distance from house or other structure;
(B) Distance from well or spring,if applicable;
(C) Distance from water line,if applicable;
(D) Distance from property line,if said property lines are known,
(E) Distance from finished grade to top of tank or access riser;
(F) Distance from septic tank,
(0) Presence and type of access risers;
(H) Condition of tank lids,
ti) Location of control panel;
{J) Condition of control panel;
(K) Audible and visible alarms(as applicable)work,
(L) Pump turns on,and effluent is delivered to next component,and
(M) Lack of electricity at time of inspection prevented complete evaluation,
(5) Location of dispersal field and dispersal field details:
(A) Type of dispersal field,
(B) Distance from property line.if said property lines are known;
(C) Distance from septic tank and also pump tank if a pump tank exists;
(D) Number of lines,
(E) Length of lines,
(F) Evidence of past or current surfacing at time of inspection;
(G) Evidence of traffic over the dispersal field;
(H) Vegetation,grading,and drainage with respect only to their effect on the condition of the system or
system components.and
(I) Confirmation that system effluent is reaching the drainfield;and
(6) Conditions that prevented or hindered the inspection or determination of Subparagraph (b)(I)through(b)(5)
of this Rule.
(c) If a client declines to allow a tank to be pumped,the inspection form shall contain the statement:
"Client requesting this inspection has been advised that for a complete inspection to be performed.the tank
needs to be pumped. Client has declined to have the tank pumped at inspection and hereby acknowledges
they have so declined." A space shall be provided for the client signature and date
(d) The inspector shall not.
(1) Insert any tool.probe,or testing device inside pump system control panels:or
(2) Dismantle any electrical device or control other than to remove the covers of the main and auxiliary control
panels
History Note. Authority G.S 90A-72, 90A-74,
Eff October 1,2011,
Amended Eli January 1,2016,.4pril 12014

TRAa IS'
ktC-REECH:`
p2 =290 DO8y
Property Owner Waiver
On-site Wastewater pre-inspection Contract
Property Owner Name:
Address:
Phone:
Email:
Client is: Owner of Record Realtor Lender Buyer Seller
Other(Describe)
I Understand the below contractor will be conducting a septic Inspection on my property and
pumping the septic tank,I am hereby giving the contractor permission to perform these services on
my property listed above by Travis Creech Plumbing. Contractor will cover up what they dig up,
and put back grass the best as possible.I understand to have any pets or animals contained while
the services is being performed.
Certified Inspector Name: Michael')ravis Creech Company Name: 'iravis Creech Plumbing&Septic Inc.
Company Address:9000 Kirhy Rd.Kenly.NC 27542 Inspector Certification.Number:50451
Inspector Phone:[phone] Certification Expires:December 31,2020
The on-site wastewater system inspection,hereinafter referred to as Inspection,shall be performed in accordance with
21 NCAC 39.1004,21 NCAC 39.1005 and 21 NCAC 39.1006. General Statutes,Rules and Minimum Inspection
Requirements,can be viewed at www.ncowcicb.info
Services provided shall include: Inspection meeting minimum requirements
Pumping of Tank Yes_ No Customer declined to pump tank
Other(Describe)
Pro pert) Owner Signature:
P 6'n
Date:

P.O.Box 129 501 Cascade Pointe Lane
Morrisville,NC 27560 Nt� �� Suite lff_
3
,� Raleigh,NC 27513
919-467-1239
Fax [phone]
MACCONNELL
&ASSOCIATES,P.C.
June 23rd, 2021
I (DKL Investment Solutions Authorized Representative)give MacConnell &Associates
authorization to represent myself for application for SURFACE DISCHARGE General Permit
NCG550000 for the property located at 5013 Cheek Rd, Durham,NC 27704.
Print Name L4 hei L g&r,/e
Signature � Date

DKL Investment Solutions, LLC
5013 Cheek Rd
Surface Discharge System
Recirculating EZ Treatment
UV Treatment
Proof of Ownership
Existing Permit
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Book9165 - Page 1 Page 1 of 3
For Registration Sharon A. Davis
Register of Deeds
Durham County, NC
Electronically Recorded
2020 Dec 11 02:13 PM
Book: 9165 Page: 1
NC Rev Stamp: $ 160.00 Fee: $ 26.00
Instrument Number: 2020054850
DEED
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $160,00
Parcel Identifier No. 170011 Verified by County on the day of .20_
By:
MaiUBox to: The Fife Law Finn.PA.8366 Six Forks Rd..Ste.104.Raleigh,NC 27615
This instrument was prepared by: The Fife Law Firm,PA,8366 Six Forks Rd.,Ste. Raleigh,NC 27615
Brief description for the Index: LOT 1-2 acres.
THIS DEED made this 1 lth day of December ,2020 by and between
GRANTOR GRANTEE
Brian Brown,and spouse DKL Investment Solutions,LLC
Lory B.Brown /� /1 453 Big Willow Way
7' C( AUGl� 101 r1 Roksville,NC27571
f�r tic hocouuki, -" -1.7118
Enter in appropriate block for each Grantor and Grantee: name,mailing address,End,if appropriate,character of entity,e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties,their heirs,successors,and assigns,and shall include singular,
plural,masculine,feminine or neuter as required by context.
WITNESSETH,that the Grantor,for a valuable consideration paid by the Grantee,the receipt which is hereby acknowledged,has and by
these presents does grant,bargain,sell and convey unto the Grantee in fee simple,all that certain lot,parcel of land or condominium unit
situated in the City of Durham Township, Durham County,
North Carolina and more particularly described as follows:
See attached Exhibit"A".
The property hereinabove described was acquired by Grantor by instrument recorded in Book 8059 page 894 .
All or a portion of the property herein conveyed_includes or X does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book 11 page 79
Page 1 of 2
NC Bar Association Fans No. 3 1E11976,Revised C 1977,2002,2013 This standard form has been approved by;
Printed by Agreement with the NC Bar Association—19E1 North Carolina Bar Association—NC Bar Form No.3
submitted electronically by "The Fife Law Firm, PA"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Durham county Register of Deeds.

Book9165 - Page 2 Page 2 of 3
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee,that Grantor is seized of the premises in fee simple,has the right to convey the same in fee
simple.that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever,other than the following exceptions:
IN WITNESS WHEREOF,the Grantor has duly executed the foregoing as of the day and year firstabove written.
_ 13r1 D*,i 1 J/�WIl (SEAL)
(Entity Name) Print/Type Name: Brian Brown
By: y�
l6 .14.37 ISEAL4
Print/Type Name&Title: PrintrTyper ame: buy B.l3mxn
By: (SEAL)
Printflype Name&Tide: Print/Type Name:
By: (SEAL)
Print/Type Name&Title: Print/Type Name:
State of North Carolina -County or City of Wake
L the undersigned Notary Public of the County or City of Wake and State aforesaid,certify that
Brian Brown and Lory B.Brown personally appeared before me this day and acknowledged the due
execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial s or seal this I Ith day of
December ,20 20,
LANCE FIFE
NOTARY PUBLIC
My Commission Expires: WAKE COUNTY, N.C. to'h CAP F Notary Public
(Affix Seal) My ConrttFaslon Explr"12-2$423.
Notary's Printed or Typed Name
State of North Carolina -County or City of Wake
I,the undersigned Notary Public of the County or City of Wake and State aforesaid,certify that
personally appeared before the this day and acknowledged the due
execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial stamp or seal this I I th day of
,20 .
My Commission Expires: Notary Public
(Affix Seal) Notary's Printed or Typed Name
State of -County or City of
I,the undersigned Notary Public of the County or City of and State aforesaid,certify that
personally came before me this day and acknowledged that
_be is the of ,a North Carolina or
corporation/limited liability company/general partnership/limited partnership(strike through the
inapplicable),and that by authority duly given and as the act of such entity,_he signed the foregoing instrument in its name on its
behalf as its act and deed. Witness my hand and Notarial stamp or seal,this day of _ ,20 .
My Commission Expires: _ Notary Public
(Affix Seal) Notary's Printed or Typed Name
Page 2 of 2
NC Bar Association Form No. 3 C 1976,Revised C 1977,2001 2013 standard form has been approved hy:
Printed by Agreement with the NC Bar Association—1981 North Carolina Bar Association—NC Bar Form No.3

Book9165 - Page 3 Page 3 of 3
eXhi'_ft r��t
L^ Q!
BEGINNING at a stake in the Southern line of the Sam Roberson property South
86 degs. East 165.5 feet from the Northeast corner of the MJ. Ecker and Bertha
Ecker property,thence South 86 degs. East along and with the southern line of
Sam Roberson 109 feet to a stake, this being the Northwest corner of the H.G.
Williford land,thence South 4 degs. 30' West along and with the western line of
the H.G. Williford land 793.5 feet to a point, said point the corner of Fish Dam
Road,thence from said point North 81 deg. West along and with the center of the
Fish Dam Road 110 feet to a stake in the center of the Fish Dam Road,thence
North 4 deg.30'East 785.5 feet to the point of beginning containing 2 acres more
or less. For further description of saidproperty see plat as per survey by E.C.
Belvin dated September 6th, 1929, said plat being duly recorded in the office of
the Register of Deeds for Durham county in Plat Book 11 at Page 79.

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' DKL Investment Solutions, LLC
5013 Cheek Rd
Surface Y
Discharge System
' Recirculating EZ Treatment
UV Treatment
SEAL
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Narrative
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MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

I
I
I
Project Narrative
General
1 The site at 5013 Cheek Rd,Durham,North Carolina consists of a 1.67-acre lot with a 3-bedroom
U
single-family home constructed in 1950. The Durham County Health Department does not have
a permit on file for the current discharge system. The existing septic system currently utilizes a
homemade, unpermitted septic tank with gravity discharge. The owner plans to replace this with
1 a direct discharge system. The current system failed inspection and the country deemed the
property to have unsuitable soil characteristics, topographical area, and spacing from required
setbacks to engineer another option. Several adjacent properties have been permitted to discharge
Itreated effluent in the same direction.Eventually,the treated effluent joins Rocky Branch Stream,
just over half a mile away from the closest adjacent property on Cheek Rd.
IThe owner plans to replace the septic system with a new E-Z treat discharge system. The proposed
treatment system includes a new septic tank,combined E-Z Treat recirculation and discharge tank,
E-Z Treat treatment unit, ultraviolet disinfection unit, and the necessary appurtenances. The
system is designed to treat and discharge 360 gallons per day of domestic wastewater. The design
flow of 360 gallons per day is based upon a 3-bedroom house(120 gallons per day per bedroom).
Septic, Recirculation, and Discharge Tanks
The proposed wastewater treatment repair system will provide both anaerobic treatment and solids
removal in a new 1,000-gallon septic tank. This tank will provide greater than 2 days of detention
providing for adequate anaerobic treatment and solids removal from the wastewater. Septic tank
effluent will drain into the recirculation chamber of the E-Z Treat recirculation/discharge tank as
wastewater flows into the septic tank. The septic tank will contain a Polylok PL-68, SimTech
Brush Filter, or approved equal effluent filter to prevent solids from reaching the recirculation
chamber.
The E-Z Treat recirculation and discharge tank system will require at least 1,300 gallons combined
volume which will be provided by David Brantley& Sons or approved equal by engineer. The E-
Z Treat recirculation chamber will serve as a holding tank for both the septic tank effluent and E-
Z Treat treatment unit effluent. An effluent bypass valve located in the E-Z Treat recirculation
chamber will separate the flow once the E-Z Treat treatment unit is dosed. The effluent will be
returned to the E-Z Treat recirculation chamber until the bypass valve is closed, the remaining
effluent will then flow through the ultraviolet disinfection unit into the discharge chamber.
Effluent will be recirculated through the E-Z Treat treatment unit until additional septic tank
effluent enters the E-Z Treat recirculation chamber causing the bypass valve to close.
DKL Investment Solutions,LLC
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A94001.00 1

Effluent from the ultraviolet disinfection unit will flow by gravity into the discharge chamber. The
treated and disinfected effluent will flow by gravity behind and away from the home before
reaching the drainage ditch. The effluent will flow to an existing unnamed tributary on the back
edge of the adjacent properties on the cul-de-sac, ultimately flowing into Rocky Branch.
Additionally, the adjacent properties have also been previously permitted to use direct discharge
to the same tributary.
E-Z Treat Treatment Unit
The E-Z Treat treatment unit will be used to provide additional treatment to the septic tank effluent
as well as remove any suspended solids not removed by the septic tank. The E-Z Treat treatment
unit includes housing, piped distribution system, sprinkler heads, and styrene media. The
underdrain system will transport the E-Z Treat treatment unit effluent back through an effluent
bypass valve into the recirculation chamber or to the ultraviolet disinfection unit.
Ultraviolet Disinfection
The effluent from the E-Z Treat treatment unit will be disinfected by ultraviolet light prior to being
discharged into the drainage ditch inside the property line. The ultraviolet disinfection unit shall
be by E-Z Set Company(Model UV-102 Dual Lamp)or approved equal by engineer.
DKL Investment Solutions,LLC
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A94001.00 2

Project Contacts
Names,addresses,phone and fax numbers of the homeowners and engineer are as follows:
Owner:
DKL Investment Solutions, LLC
Mr. Dana LaBerge, Owner
Mr. Blake J. Anderson, Project Manager
5301 Cheek Rd
Durham NC 27704
Phone: [phone]
Engineer:
Mr. Gary S. MacConnell,PE
MacConnell &Associates,PC
501 Cascade Pointe Lane, Suite 103
Cary NC 27513
Mailing Address:
P.O. Box 129
Morrisville NC 27560
Phone: [phone]
Fax: [phone]
DKL Investment Solutions,LLC
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A94001.00 3

DKL Investment Solutions, LLC
5013 Cheek Rd
Surface Discharge System
Recirculating EZ Treatment
UV Treatment
SEAL
17069 t
**4/2111.0.••.+4<t, 0/3.2
Project Specifications
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Project Specifications
Excavation and Backfilling
I. Excavated materials acceptable as backfill shall be stockpiled in a location approved by the
Owner. The materials shall be located away from the edge of any excavations. Excavated
materials shall not be stored within the driplines of existing trees.
2. All open excavations shall be barricaded when construction in the area has stopped. Night
barricading should include posted warning lights.
3. Protect existing structures, utilities, sidewalks, pavement, and other facilities from damage
caused by settlement, lateral movement, undermining, washout, and other ha7Ards created by
earthwork operations. Protect root systems from damage or dry-out to the greatest extent
possible.
4. Soil materials shall be free of boulders,roots, sod,organic matter, and frozen material.
5. Bedding materials for pre-cast concrete structure installation shall be#57 washed stone to the
dimensions and depth shown on the construction drawings.
6. All excavation is unclassified and includes excavation to subgrade elevations indicated on the
construction drawings regardless of character of materials and obstruction encountered. In the
event that rock is encountered,the Contractor shall remove it at no additional cost to the Owner.
7. Stability of excavations shall be maintained by sloping of the sides and shall comply with local
codes,ordinances,and requirements of agencies having jurisdiction. Where space restrictions
prevent sloping of the sides, shoring and bracing of the walls shall be employed in full
compliance with OSHA requirements. In the case of pipe installations, sheeting shall remain
in place until backfilling progresses to a stage where no damage to the pipe will result from
removal.
8. The Contractor shall attempt to prevent surface and subsurface water from flowing into
excavations. The Contractor shall provide equipment, materials, and work necessary to
dewater any accumulation of water in the excavation to prevent softening of the soils,
undercutting of footings, and changes to the soils detrimental to the stability of the
improvements.
9. Excavations for structures shall conform to dimensions and elevations shown on the
construction drawings within a tolerance of plus or minus 0.10 feet and to the standards of
ASTM C891-90.
10. Backfill shall be installed to excavated spaces in 8-inch lifts and tamped by hand or
pneumatically around pipe or structures. Tamping shall be performed evenly on both sides of
pipe and around sides of structures to a depth such that damage to the pipe or structures is
DKL Investment Solutions,LLC
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A94001.00 1

avoided because of subsequent methods of compaction. Extreme care shall be exercised in
backfilling operations to avoid displacement of pipe and structures either horizontally or
vertically. Backfill consolidation by ponding water is not permitted. Compaction of each layer
of backfill and the top 6 inches of subgrade shall achieve a 90 percent maximum dry density
as measured by AASHTO method T-99.
11. Remove all waste materials including unacceptable excavated material, trash, and debris and
legally dispose of it off Owner's property. Where settling is measurable or observable at
excavated areas during project warranty period,the Contractor shall remove surface finish,add
backfill material,compact,and replace surface treatment to a quality and appearance matching
adjacent areas of previous work.
Pre-Cast Septic and Recirculation Tank Installation and Testing
1. Septic tanks shall conform to criteria in 15A NCAC 18A .1952-.1954. The septic and
recirculation tanks should be installed on a 12-inch minimum layer of No. 57 washed stone
aggregate.
2. Place bell ends of pre-cast sections or the groove end of the concrete facing down. In
preparation for making joints, all surfaces of the portion of the section to be jointed and the
factory-made jointing materials shall be clean and dry. Each joint, seam, and pipe penetration
inside and outside of joints shall receive liberal applications of non-shrink grout as well as
liberal amounts of bitumastic waterproof sealant.
3. Lifting holes and other penetrations of the pre-cast structure wall shall be sealed with non-
shrinking grout. Pipe connections shall be made so that the pipe does not project beyond the
inside wall of the structure. Grout connections as necessary to make smooth and uniform
surfaces on the inside of the structure.
4. Before placing any tank into operation,remove any dropped grout,sand or other imperfections
and obstructions from the interior of the structure. Specifically, the inside walls of the tank
shall be smooth and uniform. Smooth-finish inverts so that wastewater flow is confined and
directed through the inlet and outlet pipes with easy transition.
5. Tanks shall be backfilled in accordance with the applicable specifications herein before
described.
6. All pipe penetrations shall be through Press-Seal Cast-A-Seal 402 rubber connectors or
approved equal.
7. All joints(mid-seam,top-seam) shall be sealed using Concrete Sealants butyl sealant#CS-102
meeting ASTM C-990.
DKL Investment Solutions,LLC
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A94001.00 2

8. All service access openings will be a minimum of 24 inches. Exceptions may be made on a
case-by-case basis with E-Z Treat's and Engineer's prior written approval. All access openings
shall be fitted with E-Z Set riser assemblies unless otherwise shown.
9. A 24-hour static water test or vacuum test, in accordance with ASTM standards, shall be
performed on all precast tanks to ensure they are watertight.
a. The testing shall be performed in the presence of the engineer or his representative.
b. Each tank shall be filled with water and the initial water level shall be measured.
c. At the end of the 24-hour period,the level of the water shall be measured again.
d. The engineer shall pass the tank if the water level did not drop more than 0.5 inches or if
the total volume of the displaced water is less than 1 percent of the total effective liquid
capacity of the tank.
e. Tanks may also be leak-tested by applying a vacuum of 5-inches of Hg with riser
assemblies in place.
f. Each failed tank shall be tested again. If the tank does not pass the second test, the
Contractor shall remove and replace the tank at no additional cost to the Owner.
10. Septic Tank and E-Z Treat Recirculation/Discharge Tank shall meet the following additional
criteria:
a. Minimum liquid depth of 36 inches.
b. Minimum airspace of 9 inches.
c. Length shall be at least twice if the width(septic tank only).
d. Septic tank shall be constructed with a baffle wall dividing the tank interior 2/3'd to 1/3rd.
The baffle wall shall be constructed to permit passage of effluent through a slot or holes
located between 45 and 55 percent of the interior depth.
11. Septic tank shall be fitted with a Polylok PL — 68 effluent filter, SimTech Brush Filter, or
Engineer approved effluent filter that extends down to 50 percent of the liquid depth of the
tank.
DKL Investment Solutions,LLC
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A94001.00 3

Piping Installation and Testing
1. Piping shall be PVC and of type and size as shown on the construction drawings. Piping shall
be installed with a minimum of three (3) feet of cover unless shown otherwise on the
construction drawings.
2. Piping shall be installed to be able to meet a pressure test whereby the pressure remains
constant for a minimum of two hours, and the allowable leakage is not more than 10 gpd/inch
of pipe diameter/mile.
3. Any line installed under a driveway shall be sleeved in Class 52 Ductile Iron Pipe and extend
a minimum of 5 feet on either side and as shown on the construction drawings.
4. Force mains installed through ephemeral streams shall be sleeved in Class 52 Ductile Iron Pipe
as shown on the construction drawings.
E-Z Treat Recirculation Pump and Control Panel
1. The E-Z Treat recirculation pump shall be a Sta-Rite (Catalog Number STEP 30) /2
horsepower multi-stage submersible 30 gallons per minute pump for operation on a single
phase, 115 Volt service.
2. The control panel shall be an E-Z Treat simplex panel. The panel shall have a recirculation
pump load sensor/alarm, on/off timer,high water alarm,dose enable, and low water level/run
dry pump protection.
3. The control panel shall be in a NEMA 4X enclosure, installed in accordance with the
manufacturer's recommendations,and within 10 feet of the E-Z Treat treatment unit.
4. No splices may be placed in the pump tank or riser. All splices shall be made above ground in
a NEMA 4X junction box.
5. Control and alarm circuits shall be on separate circuits.
6. The audible/visual alarms shall be external to any structure.
7. Treatment unit recirculation ratio shall be set between 4.0 and 7.0 times per day.
DKL Investment Solutions,LLC
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A94001.00 4

E-Z Treat Treatment Unit Installation
1. The E-Z Treat treatment unit shall be installed in accordance with the manufacturer's
recommendations and as shown on the contract drawings.
Effluent Bypass Valve
1. The effluent bypass valve shall be by E-Z Treat and installed in accordance with the
manufacturer's recommendations and as shown on the contract drawings.
UItraviolet Disinfection Unit
1. The ultraviolet disinfection unit shall be installed in accordance with the manufacturer's
recommendations and as shown on the contract drawings. The unit shall be by E-Z Treat
(Model UV-102 Dual Lamp)or approved equal by engineer.
2. A visual alarm shall be provided that alerts the homeowner when the primary bulb fails. After
primary bulb failure, the backup bulb shall be good for 10,000 hours. Control/alarm panel
shall be mounted within 6 feet of ultraviolet disinfection unit.
3. Casing shall be filled with water prior to powering up lamps.
DKL Investment Solutions,LLC
Discharge System with E-Z Treat Treatment System
MacConnell&Associates,P.C.Project No.: A94001.00 5

f
DKL Investment Solutions, LLC
5013 Cheek Rd
Surface Discharge System
Recirculating EZ Treatment
UV Treatment
Des' •n Calculations
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MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

MacConnell&Associates,P.C.
Protect Discharge System with E-Z treatment system
Owner Name: DKL Investment Solutions LLC
Project Number: A94001.00
Location: Durham County,North Carolina
Subject: Septic Tank/L-Z Treat Filter/Recirculation Tank Design
Date: June 25,2021
Assumptions And Calculations; ote:
Input
Calculated
1. Treatment flow is based on unadjusted flow.
2. Irrigation flow is based un reduced flow
Number of Bedrooms: 3.0 Rooms Given
Average Daily Flow per Bedroom: 120 GPD 15A NCAC 18A.1949
Unadjusted Design Flow: 360.0 GPD
Flow Reduction: 0 % 1SA NCAC 18A.1949
Adjusted Flow: 360.0 GPD
Sizing Calculations Per Innovative Approval
Table 1-Model 600 and Tank Volumes
Design Daily Minimum Septic Minimum Recirculation/Pump Tank
Flow(gpd) Tank Volum(gallons) Volume(gallons)** Number of Media Pods
<480 1,000 1,250 1 Model 600 pod
4 Bedrooms 1,000 1,800 1 Model 600 pod
5 Bedrooms 1,250 2,000 1 Model 600 pod
6 Bedrooms 1,500 2,200 2 Model 600 pod
601-1,500 V=1.17Q+500 V=I.I7Q+500 I Model 600 pod per 6410 gallons
1,501-3,000 ,V=1.75Q+1,125 V=0.75Q+1,125 1 Model 600 pod per 600 gallons
**Recirculation/pump tank minimum size based on total Internal tank volume.
Recirculation/Pump Tank Volume=Recirculation Tank(Chamber)Volume+Pump Tank(Chamber)Volume
SEPTIC TANK DESIGN:
Minimum Septic Tank Volume Required: I000.0 Gallons
Septic Tank Volume Provided: 1000.0 Gallons
Septic Tank storage and effective volume calculations:
Septic Tank Total Void Volume=1.•W•D:
Tank length: 8.0 foot
Tank Width: 3.8 foot
Tank Depth: 5.2 foot
Total Vold Volume: 1172.3 Gallons
Septic Tank Effective Volume=L*W*Lowest Invert To Tank Bottom:
Tank length: 8.0 foot
Tank Width: 3 8 foot
Lowest Invert: 4 5 foot
Effective Volume: 1021.0 Gallons
Septic Tank Storage per Bedroom: 340.3 Gallons
Septic Tank Storage/Detention: 2.8 Days Effective Volume/ADF

E-Z TREAT DESIGN:
Pod Dimension-Length 7.3 Feet Given
Pod Dimension-Width 4.0 Feet Given
Pod Dimension-Height 3.3 Feet Given
Pod Surface Area 28 9 ft2 L x W
Rated Loading Rate per Pod 700.0 GPD Given
E-Z Treat Pods Required: 0.5 ADF/Pod Loading Rate
E-Z Treat Pods Used: 1 Pod
E-Z Treat Dose per Pod: 34.0 Gallons Given
E-Z Treat Volume per Dose 34 0 Dose per Pod x Number of 1
Re-Circulation Timer On: 2.5 Minutes Given
Re-Circulation Timer Off: 12.0 Minutes Given
E-Z Treat Re-Clrculation Cycles per Day: 99 3 Cycles Time per Day/Time per C,
Total E-Z Treat Flow per Day: 3376.6 Gallons E-Z Treat Volume/Dose x C
E-Z Treat Re-Circulation Ratio: 9.4 E-Z Treat Flow per Day 1 A
Denitrifcation Gallons Returned: 993 1 GPD
Denitrification Return Setting: 4.0 GPM
E-Z Treat Surface Area: 28.9 ft2
E-Z Treat Loading Rate: 12.5 GPD/ft2 ADF/Surface Area
E-Z Treat Recirculation Pump Selection Shall Be As Shown On Drawings.
Minimum Pump/Re-Circulation Tank Volume Required: 1250.0 Gallons
Minimum Recirculation Tank Volume Available: 1250.0 Gallons
Recirculation Tank Volume Provided: 1300.0 Gallons
Pump/Re-Circulation Tank Volume Provided: 1300.0 Gallons
Pump/Re-circulation Tank storage and effective volume calculations:
Recirculation Tank Total Void Volume=I.*W*D:
Tank length: 9.9 foot
Tank Width: 4.9 foot
Tank Depth: 3 8 foot
Total Void Volume: 1350.3 Gallons
Recirculation Tank Effective Volume=L*W*Lowest Invert To Tank Bottom:
Tank length: 9 9 foot
Tank Width: 4 9 foot
Lowest Invert To Tank Bottom: 3.3 foot
Effective Volume: 1170.3 Gallons
Pump Tank Effective Volume to Pump Offs L*W*Lowest Invert To Pump-Off Elevation:
Tank length: 9 9 foot
Tank Width: 4 9 foot
Lowest Invert'1 o Pump-Off: 1 8 foot
Effective Volume: 630.2 Gallons
Recirculation tank is an all-time-filled storage/pump tank.
Total System Effective Storage= 2191.3 Gallons

MacConnell&Associates,P.C.
Project: Discharge System with E-Z treatment system
Owner Name: DKL Investment Solutions LLC
Project Number: A94001.00
Location: Durham County,North Caroilna
Subject: E-Z Treat Treatment Calculations
Date: June 25,2021
Assumptions Anti Calculations: Notes:
Input
Calculated
Influent Characteristics:
BOD(5-Day): 300 mg/I From EPA Design Manual
TSS: 300 tng/1 From EPA Design Manual
NHs: 25 mg/I
N-Organic: 34 mg/I
TKN: 59 mg/I N-Organic T NI13
NO3+NO2: I mg/I
7N: 60 mg/1 TKN+NO3.t NO2
Total Coliforma: 75,000,000 Number From NSF 350 Approval
Effluent Limits;
Carbonaceous Biochemical Oxygen Demand(CBOD): <10 Proposed Effluent Limit per 15A NCAC I 8A.1970
Total Suspended Solids(TSS): <10 mg/1 Proposed Effluent Limit per 15A NCAC 18A.1970
Ammonia Nitrogen-NH4-N <I0 mg/I Proposed Effluent Limit per I5A NCAC 18A.1970
Total Nitrogen(TN) <20 mg/I Proposed Effluent Limit per I SA NCAC 18A.1970
Feed Colifonn: <I000/100 ml Proposed Effluent Limit Geometric Mean per 15A NCAC I8A..1970
Septic Tank:
Design.
DOD Removal: 60.0 Percent Given
TSS Removal: 70.0 Percent Given
NH3 Removal: 0.0 Percent Given
N-Organic Removal: 35.0 Percent
N-Organic Converted to NH3: 50 0 Percent
NO3+NO2 Denitrified: 90.0 Percent
Total Coliforms Removal: 50.0 Percent
Septic Tank Effluent Concentrations:
BUD(5-Day): 120.0 mg/I Concentration.Percent Removed
TSS: 90 0 ing/1 Concentration-Percent Removed
NH3: 42.0 mg/1 Concentration-Percent Removed i N-Organic Converted to NH3
N-Organic: 17 0 mg/I Concentration-Percent Removed-N-Organic Converted to NH3
TKN: 59.0 mg/I N-Organic NH3
NO3+NO2: 1 0 mg/1 NO3+NO2 Effluent+Return from Retire Tank-Denitrified
TN: 60 0 mg/1 TKN+NO3+NO2
E.Coliforms: 37,500,000.0/100 ml Concentration-Percent Removed
Media Filters(E-Z Treat Pod):
DOD Removal: 95 0 Percent Given
TSS Removal: 95.0 Percent Given
NH3 Removal(to Air): 2.0 Percent Given
NH3 Nitrified to NO3+NO3: 95.0 Percent Given
N-Organic Converted to NI i3: 95.0 Percent
NO3+NO2 to Septic for Denitrificxtion 90.0 Percent
E.Colifonns Removal: 50.0 Percent

E-G Treat/Re-Circ.Tank Effluent Concentrations:
BOD(5-Day): 6.00 mg/I Concentration-Percent Removed
TSS: 4.50 mg/I Concentration-Percent Removed
NH3: 2-87 mg/1 Concentration-Percent Removed+(S.T.Conc.+(N-Organic to NI13)Nitrified)
N-Organic: 0.85 mg/I Concentration-N-Organic Converted to NH3
TKN: 3 72 mg/I N-Organic+NH3
NO3+NO2: 2.05 mg/I NO3+NO2 S.T.Effluent+Nitrified NH3-Return to Septic Tank
TN: 5.76 mg/1 TKN+NO;+NO:
Total Colifonns: 18,750,000.0/100 ml Concentration-Percent Removed
Ultraviolet Disinfection:
Design
UV Dosing Rate: 25-0 pin Flow Rate
Number of Units: i Units Pump Flow'Dosing Rate
BOD Removal: 0.00 Percent Given
TSS Removal: 0.00 Percent Given
NH3 Removal: 0.00 Percent Given
N-Organic Removal: 0.00 Percent Given
NO3+NO2 Removal: 0.00 Percent
Total Coliforms Removal: 99.999000000 Percent
Ultraviolet Disinfection Effluent Cuncentrations:
BOD(5-Day): 6 00 mg/1 Concentration-Percent Removed
CBOD: <6-00 mg/I CBOD<BODs as CBOD only measures oxidation of carbons.
TSS: 4 50 mg/I Concentration-Percent Removed
NH3: 2 87 mg/1 Concentration-Percent Removed+(S.T.Conc.+(N-Organic to NH3)Nitrified)
N-Organic: 0.85 mg/I Concentration-N-Organic Converted to NH3
TKN: 3 72 mg/I N-Organic+NH3
NO3+NO2: 2.05 mg/I NO3-NO2 S.T.Effluent+Nitrified NIB-Return to Septic Tank
TN: 5.76 mg/1 TKN+NO3+NO2
Total Conforms: 187.50/100 ml Concentration-Percent Removed
Fecal Conforms: :187.50/100 ml Fecal C'oliforms<Total Coliforms<200 colonicsil00m1 Okay

Subject: E-Z Treat Pod Flotation
Uplift Calculations
Pod Length= 7.75 ft. Assume the folowinq densities:
Pod Width = 7.75 ft.
Pod Height= 3.00 ft. 5/4 Trex Board= 60 #/Cu. Ft.
Natural Soil Depth(for Flotation)= 0.50 ft. Water= 62.4 #/Cu. Ft.
Fill Soil Depth(for Ballast)= 2.50 ft. Soil= 100 #/Cu. Ft.
5/4 Trex Board Length = 8.00 ft.
5/4 Trex Board Width = 0.46 ft.
5/4 Trex Board Thickness= 0.09 ft.
Number of Boards= 4
Determine Upward Forces:
Pod Area= 60.06 sq.ft.
Pod Buried Volume= 30.03 cu.ft. Total Buoyant Force of Basin= 1,874 #
5/4 Trex Board Area = 14.67 sq.ft.
5/4 Trex Board Volume= 1.34 cu.ft. Total Buoyant Force of Trex Board = 84 #1
Soil Area Over 5/4 Trex Board = 14.67 sq.ft.
Soil Volume Over 5/4 Trex Board = 7.33 cu.ft. Total Buoyant Force of Soil= 458 #
Total Upward Forces= 2,415 # li
Determine Downward Forces:
5/4 Trex Board Area= 14.67 sq.ft.
5/4 Trex Board Volume= 1.34 cu.ft. Total Weight of Trex Board= 81 #!
Soil Area Over 5/4 Trex Board = 14.67 sq.ft.
Soil Volume Over 5/4 Trex Board= 36.67 Cu. ft. l Total Weight of Soil= 3,667 #•
Total Downward Forces = 3,747 #
Factor of safety= Total Downward= 1.55
Total Upward=
1.55> 1.00=OK
*Weight of pod,mattress,and piping are not counted in downward forces.

Subject: E-Z Treat UV Basin Flotation
Uplift Calculations
Basin Diameter= 2.50 ft. Assume the folowinq densities:
Basin Height= 4.00 ft.
Soil Depth = 3.50 ft. Concrete= 150 #/cu. Ft.
Water= 62.4 #/cu. Ft.
Concrete Slab Length = 4.00 ft. Soil= 100 #/cu. Ft.
Concrete Slab Width = 4.00 ft.
Concrete Slab Thickness= 0.50 ft.
Determine Upward Forces:
Basin Area = 4.91 sq.ft.
Basin Buried Volume= 17.18 cu. ft. Total Buoyant Force of Basin = 1,072 #
Concrete Area= 16.00 sq.ft.
Concrete Volume= 8.00 cu.ft. Total Buoyant Force of Concrete= 499 #
s
Soil Area Over Concrete= 11.09 sq.ft.
Soil Volume Over Concrete = 38.82 cu.ft. !Total Buoyant Force of Soil= 2,422 #
Total Upward Forces = 3,994 # J
Determine Downward Forces:
Concrete Area= 16.00 sq.ft.
Concrete Volume = 8.00 cu.ft. Total Weight of Concrete= 1,200 #
Soil Area Over Concrete = 11.09 sq.ft.
Soil Volume Over Concrete = 38.82 cu.ft. Total Weight of Soil = 3,882 #
Total Downward Forces= 5,082 #
Factor of safety= Total Downward 1.27
Total Upward=
1.27> 1.00=0K •

tSeptic Tank (1,000 ST-502)
Basic Dir>r>I:onsions _
Lid Thickness (L) 0.33 (feet)
Lid Hole Diameter (H1) 24.00 (inches)
Lid Hole Diameter (H2) - If tank has only one hole, leave 24.00 (inches)
blank.
Lid Hole Diameter (H3) - If tank has only one hole, leave 0.00 (inches)
blank.
Length of Tank (A) 8.88 (feet)
Width of Tank (B) 4.29 (feet)
Height of Tank Excluding Lid (C) - This value includes the 5.50 (feet)
base thickness but excludes the lid thickness.
Depth of Bury (Y) - This measurement extends from the 1.50 (feet)
ground level to the top of the lid.
Wall Thickness (T) 0.25 (feet)
Base Thickness (E) 0.33 (feet)
Distance to Groundwater (GW) 0.00 (feet)
Customizations.To'Add*ballast
Add Concrete Inside the Tank:
Initial Inside Height of Tank - This measurement is the value 5.17 (feet)
ofC-E.
Add concrete inside the tank to make thicker base?
If yes, how much? (U) If no, enter a value of 0. Please note: 0.00 (feet)
The value entered must be less than the inside height of the
tank.
Increase Thickness of the Base:
Initial Base Thickness - This measurement is the value of E. 0.33 (feet)
Add concrete below the base of the tank to make thicker
base? 0.00 (feet)
If yes, how much? (F) If no, enter a value of 0.
Create Lip:
Extend the base horizontally to create a lip? - The lip will be
the thickness of E plus F, below, and it will extend this 0.00 (feet)
horizontal distance, P,from all four tank walls.
If yes, how much?(P) If no, enter a value of 0.

!Septic Tank (1,000 ST-502)
Summary of Final Measurements after Ballast
Customizations
Final Base Thickness - This measurement is the sum of E 0.33 (feet)
and F.
Lip Thickness - This measurement is the sum of E and F. 0.33 (feet)
Total Height of the Tank from the Top of the Lid to the Bottom
of the Base- This measurement is the sum of L, C, and F. 5.83 (feet)
This is equivalent to the sum of L, C - E, E, and F.
Final Inside Height of Tank - This measurement is the value 5.17 (feet)
ofC- E- U.
Final Volume of Tank 164.17 (cf)
Final Volume of Tank 1228.11 (gallons)
Unit Weights
Unit Weight of Water 62.40_ (lb/cf)
Unit Weight of Dry Soil 110.00 (lb/cf)
Unit Weight of Submerged Soil 47.60 (Ib/cf)
Unit Weight of Saturated Soil 120.00 (lb/cf)
Unit Weight of Concrete 150.00 (Ib/cf)
Changes in Total Concrete Weight Due to
Customizations
Weight of extra concrete inside tank used to create thicker 0 (Ib) i
base(Weight of extra concrete due to U)
Weight of extra concrete on bottom of tank used to create 0 (Ib)
thicker base(Weight of extra concrete due to F)
Weight of extra concrete due to lip(Weight of extra concrete o (Ib)
due to P)
Weight of concrete removed due to lid hole _ 311 (lb)
Soil and Concrete Weights
Weight of Soil on Lid 2720 (lb)
Weight of Soil on Lip 0 (Ib)
Weight of Lid Alone 1574 (Ib)
Weight of Empty Tank - This value is the sum of weights of
the body of the tank, the tank lid, the lip(P, if applicable), the
thickened base(F, if applicable), and the extra concrete inside 8371 (Ib)
tank(U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.

Septic Tank (1,000 ST-502)
Water in.Tank
Water Level in Tank - Please note: The value entered must 0.00 (feet)
be less than the final inside height of the tank.
Weight of Water in Tank _ 0 (lb)
Weight of System Components
Total Weight of Soil on Tank 2720, (lb)
Total Weight of Concrete 8371 (Ib)
Total Weight(Tank, Water in Tank, and Soil) 11091 (Ib)
Sliding,Re$j; tarnco
Specific Gravity of Soil, SG 2.75
Friction Factor(Found in Table 1), f 0.30
Void Ratio(Found in Table 3), e 0.85
Ratio of Lateral to Vertical Earth Pressure(Found in Table 2), 0.33
Ka
Sliding Resistance 16577_ (Ib)
Uplift Force _
Uplift Force 13856.31 (Ib)
Safety Factor 1.50
Uplift Force with Safety Factor 20784.46 (Ib)
Additional Ballast Required NONE I (Ib)

ump Tank (1/300 PT 459)
• •
Lid Thickness (L) 0.33 (feet)
Lid Hole Diameter (H1) 24.00 (inches)
LId Hole Diameter (H2) - If tank has only one hole, leave 24.00 (inches) l
blank.
Lid Hole Diameter (H3) - If tank has only one hole, leave (inches)
blank.
Length of Tank (A) 10.38 (feet)
Width of Tank (B) 5.38 (feet)
Height of Tank Excluding Lid (C) - This value includes the 4.08 (feet)
base thickness but excludes the lid thickness.
Depth of Bury (Y) - This measurement extends from the 1.50 (feet)
ground level to the top of the lid.
Wall Thickness (T) 0.25 (feet)
Base Thickness (E) 0.33 (feet) I
,Distance to Groundwater (GW) , (feet)
us omi +Ions o N a 2 V , — -
Add Concrete Inside the Tank:
Initial Inside Height of Tank - This measurement Is the value 3.75 (feet)
ofC-E.
Add concrete inside the tank to make thicker base?
If yes, how much? (U) If no,enter a value of 0. Please note: 0.00 (feet)
The value entered must be less than the inside height of the
tank.
Increase Thickness of the Base:
Initial Base Thickness - This measurement is the value of E. 0.33 (feet)
Add concrete below the base of the tank to make thicker
base? 0.00 (feet)
If yes,how much? (F) If no,enter a value of 0.
Create Lip:
Extend the base horizontally to create a lip? - The lip will be
the thickness of E plus F, below,and it will extend this 0.00 (feet)
horizontal distance,P,from all four tank walls.
If yes,how much?(P) If no,enter a value of 0.
I -

ump Tank (1,300 PT 459)
ummaryf ,nai'Measurements affer$a1fia
cMaPttliR8tiPati
Final Base Thickness - This measurement is the sum of E 0.33 (feet)
and F.
Lip Thickness - This measurement is the sum of E and F. 0.33 (feet)
Total Height of the Tank from the Top of the Lid to the Bottom
of the Base- This measurement is the sum of L,C,and F. 4.41 (feet)
This is equivalent to the sum of L, C-E, E,and F.
Final inside Height of Tank - This measurement is the value 3.75 (feet)
ofC-E-U.
Final Volume of Tank 180,69 (cf)
Final Volume of Tank 1351.64 (gallons)
Unit Weight of Water 62.40 (lb/cf)J
Unit Weight of Dry Soil 110.00 (Ib/cf)
Unit Weight of Submerged Soil 47.60 (lb/of)
Unit Weight of Saturated Soil 120.00 (Ib/cf)
Unit Weight of Concrete 150.00 .(lb/cf)
C anges`in o a oncrete eigh ue to
tiatQlnigaticias
Weight of extra concrete inside tank used to create thicker 0 (Ib)
base(Weight of extra concrete due to U)
Weight of extra concrete on bottom of tank used to create 0 (lb) '
thicker base(Weight of extra concrete due to F)
Weight of extra concrete due to lip(Weight of extra concrete 0 (lb)
due to P)
Weight of concrete removed due to lid hole 311 (Ib)
Soit trod.Concrete Weights
Weight of Soil on Lid 3982 (Ib)
Weight of Soil on Lip 0 (Ib)
Weight of Lid Alone 2449 (lb)
Weight of Empty Tank - This value is the sum of weights of
the body of the tank,the tank lid,the lip(P, if applicable),the
thickened base(F, if applicable),and the extra concrete 9503 (Ib)
inside tank(U, if applicable), minus the weight of the concrete
removed due to the hole in the lid.

Pump Tank (1,300 PT 459)Water Level in Tank - Please note: The value entered must 0 00 (feet)
be less than the final inside height of the tank.
Weight of Water in Tank 0 Ib)
Total Weight of Soil on Tank 3982 (Ib)
Total Weight of Concrete 9503 (lb)
Total Weight(Tank,Water in Tank,and Soil) 13484 (Ib)
Specific Gravity of Soil,SG 2.75
Friction Factor(Found in Table 1),f 0,30
Void Ratio(Found in Table 3),e 0-85
Ratio of Lateral to Vertical Earth Pressure(Found in Table 2), 0.33
Ka
Sliding Resistance 12905 Qb)
Uplift Force 15357.41 (Ib)
Safety Factor 1.50
Uplift Force with Safety Factor 23036.11 (Ib)
•
Additional Ballast Required NONE (lb)

DKL Investment Solutions, LLC
5013 Cheek Rd
Surface Discharge System
Recirculating EZ Treatment
UV Treatment
o
Equipment
SEAL s
Z. 17069 =
i�i�, MAG,(4 �� / Z
MacConnell & Associates, P.C.
501 Cascade Pointe Lane, Ste 103
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

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1,000 ST 502
NON TRAFFIC BEARING
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DAVID BRANTLEY k SONS WARM Po` "�°^' N°' °AR BVWILEr TAW 1ppB
J!r.. rd, OyY 204
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37 Pine Ridge R It 27507 ,.,AN, 1,300 PT 459
2ebion NC 27597 DM/•A tL.2214
Office 252-478-3721 COMM 206`'2
Fax [phone] CtflY 1110MTLEY 4111w 3 81-EE1 NUMBER
ie�etelan9mad.eom mew fat 1 p}

I
f CAS
1! C 402/40f PRODUCT
SPECIFICATION
and SELECTION
Submittal Specification
A flexible pipe-to-shucvi,cortnector shot be empla ed in the brqueoe1Ntp wrench available from the connector menufactunn,
mmeoian WM sanitary sewer piioe b mean shadow.The connector Selection of the proper else comeldoc for the sinriure and pipe
shelf be CAST-ASEALe 4021402F es manure:trod by Prem-Sael requirement,and Installation thereof,shed be In W)ct conformance WM the
Corporator,Fed Wane,tAdfans,or approved equal.The connector start MOVEINA6213 tithe connector menufecbrrer.Any dead end pipe stubs
be he sob element ieled an lo assure a Noble,watertight seat ofthe pipe babied In connectors shetbe restated tan movement per ASTM C 823,
is the premed elnxture.The oan>ecbr st et consist of a tubber gasket and The trashed tonnedton she!provide seeing to 13 pet(mini-
on external tekaup damp. mum)and abet accommodate detection of the pipe to 7 degrees(mini-
The robber pastel Named Mai be constructed solely of syn- rsumx)without loss of sae,
that or natural rubber,end shell meet or exceed the physical property Vacuum testre abet be oondoded In IDIOt uroaAanneroe with
requirements of ASV C 823. ASTM C 1244 prior to beddt Other tatting shall be conducted in strict
The tetanal lake up clamp she;be constructed of Series 300 comma roe alb the requirements of life casteolor menufecbssr.
A me MOM abet and shall din no We h Its arabua.
tn.The clamp Ad be WNW by brake he alining scree,acing e
CAST-X9EAL402 PIPE SW INPEO.0 WNW WALL Txrai I, APPLIMPON
462.13250 t.at'.rt31-51awd 1.r-2.7S0a-70ons0 es-tr(64.150wet) STANDARD
'}�i`�1;tom•-its• 2b'!aalE'�.tsgSirrRt,:I. : •. 9't'Atiilti►R'$',.
4DS2.0402Ft 4'67�awl. 42,-4.r(107-11etwo) 2.s•-4.a'fM.102PRO ClosrrdFace
pcw . ali'sNir`CTS7<'tioi4.;rj. tg''-.a'is i-JSB_refs tt tpgitti -
CAS ADAPTER 3-banes 3.2-.Lee(al•mrand -- tla..Ah4•CAIT•A-SEAL
PRODUCT PERFORMANCE
CAST-A-SEAL40YM02Fmeetsancfororceeds TwsucTEST arvwLTsa�ensre tAL4t8+oerb.MAsnrc,s.ees2s.wcu7e
e 11 requ.aments of ASTM C 023,Including physical prop- Tart ASTM Test Meted Test
erties of materials end performance testing,including. �iee"'�1e Typical Re 'k
•13 psi rntrximun in allgrnetlt distant.mats. NO remain
•1 D psi at minimum stnsi a ranee;IN SULFURIC D 654,AT 22sC FOR NO WEIGHT LOSS LOSS
AC/0 end IN 4e les NO WEIGHT LOSS NO wESGHT
•10 Psi minimum carder shear load of 1r16A0(3aA1tiC Aqp LOSS
150 its/in.pipe diameter TENSILE STRENGTH D 412 1200 PSL MIN. 2100 PSI
CAST A-SEAL 402/402F meats endhor exceeds the surpass_ a 41.2 3E0%W N 323%
requirements of the following Standards,SPBGN{aa• HARDNEss 0 2240 t6HOREA 25 FROM THE
Lions, DU MANUFACTURER'S
ss
•AVM C 923 Stwrderd and Test Methods: 5EC OF 1s ,
Axl9a4berst Connectors DECRtASE OF 1S%.
Admen ReInfteeed Concrete Manhole Structures,Pipes, ACCELERATED R 573,7tea I•C -OF ORIGINAL TEN.o54
and Laterals OVF)l,AGIMb FOR T RAYS ' ` STRENGTH,DE CHANGE. ON
•ASTA4 C 1644 SMndwd SDerl t*4,for r Eanr CREASE or mrx.mAx. ELONGATION
CLnnect rr tla6roen Relni6rs et Cc crate On See OF ELONGATIONCHANGE
ineeereeter Taroks end Pipes D sib.METHOD B. DECREASE OF 25%.
ASTM C 14T8 SEendW S rcelon for St Re Stone Drain Resilient COMPRESsIAN TEST AT TO'C FOR 22 FIRS MAX"OF O 'DE' 13%
Ceerner#rs Between Reinforced Comore stem Sewer ELECTION
Strtcctures Ppas and Laterals D 471 IMMERSE 0.76
•ASTM C 1244 Standen/Test Method fee Concrete Sewer WATER ABSORPreort BY E.aL3PECIMEN MAXR SE OF 10lt
Akrnhoes try the Negates Afr Pressure(Vacofrraf Test N WA ,• A%,OR 1GNTNM BY s SOK
•IAPMLVANSI 21000 Standard ler Prefabricated Septic Taroks AT 70 C FOR 48 ass 14yEtGFtT
•IAPIRMAIS121001 Smelted fa Rteurabtcefed Grarry OZONE RESISTANCE D 1I71 RATING 0
Greases Irrttac>eiptore PASS
•MPCA nest Practaes Manuel for Precast Concrete On-Sto LOWETLE ST D 746 NO FRAC(URO AT-OM PASS
Wasteaatar Tama
•Nt7WRA Moder Code&ameerek TEAR RESISTANCE D a24,METHOD B 200 LBFIIN.WEN.) 450 LBF/1N.
Freest-Set b m.%as rreataudlon b etxtrtaie es el Is pstReadon data 1Kortneeon,apediodbna,and pikes
are all to cltetpe wahoul roe e.Press-Seel is not trieponsible for any inedvnteent run.Copyright 2012.
rhter¢R xr;a•e•a+ s -____.. PRESS-SEAL CORPORA1ION Areal salalpsnss.uat.cam s
Pax:(240)+tab 19D8Web:wtvpr rau•seaLmm
Proteoeng Our Planet's Clean Water Steely p
e

"= .. CAST-A-SEAL`402/402F CAST-1N BOOT-TYPE
' CONNECTOR
for 1-114"to 8"PVC Pipe
(32 mm .150 mm)
What It Is
CAST-A-SEAL 402/402F is a watertight
flexible connector that is cast into the structure
when the concrete is poured.The connector is µ'
folded into the casting position and placed on the
reusable heavy-duty solid plastic mandrel that is '' ' {
installed direct to the form.After the concrete is r, d4 r
directly „-
cured,the form Is opened,removing the mandrel 1"•.;' 2
from the gasket,but leaving the CAST-A-SEAL _
4021402F connector embedded in the concrete.
The gasket is then simply unfolded at the jobsite
and is tightened around the pipe using the sup- low It Performs
plied stainless steel take-up clamp.
CAST-A-SEAL 4021402F meets or exceeds
Why It's Better an requirements of the following Standards,
Codes, Specifications end br Test Methods:
•Simple cast-In design provides flexible
watertight connection. ASTM C 1227 IAPMO Z1000
•Eliminates infiltration and efiltration. ASTM C 1844 IAPMO Z1001
Improves on-site system performance ASTM C 923 NPCA Best Practices
and minimizes maintenance. ASTM C 1244 NOWRA Model Code
•Protects groundwater from unintended ASTM C 1478
discharges.
• Use in on-site treatment structures,grease
interceptors,manholes, wet wells,pump Cl. Eland lift stations,stormwater structures,or San Pratt/term To llrr/rlorr/qri
any application requiring a flexible dnTPaduaOnnKW�aa f�_• ' .81
watertight connector. n.c
a.
litI MINI
e.
Attach mentlfel Invert gasket Aece irskH Strip bin end Invert t e
m aka farm kilo caegrq alai mandrel in moisten!,levyingor t.,*
PoslOptt fa t pope end
wail. mandpour gasket �htentake-up Goma.
Prins-Sun teams ollinfornimoo is icon%sr of in subecallon MI&Presim spsolkotions,andp
am se sales to charge wQtIoianotice.Preen Soldis eon rmpans{k kr ai Wdwrdnnt enae.Cogyrrpht 2012.
Monet 800-348r7315 ---- 62
Part(260)416-tom PRESS-SEAL CORPORATION aa,o.kte, , .5 aosr ,
Pratacrk OutPenefe Glean Watersipply Web:r rmpress see1.c� :
JMO mowiee-'-qwr•1AegirC nctuereedied e

#0,..., F7
_ r FZset
by INFILTRATOR
EZset by Infiltrator risers and lids are made from glass reinforced polypropylene,
providing superior strength and durability.They come in green or black and in
20",24",and 30"diameters making them ideal for use with any concrete or
plastic tank.The slip resistant lids are fastened using stainless steel screws
and can be further secured by installing locking rings.
20" Riser System 24" Riser Sys.trm 30" Riser System
c 20"x 6"Risers (Green or Black) •24"x 6" Risers(Green or Black) •30"x 12"Risers (Green or Black)
■20"x 12" Risers(Green or Black) ■24"x 12" Risers(Green or Black) ■30" Lids(Green or Black)
•20" Lids(Green or Black) *24"x 18"Risers(Green or Black)
• 24 Lids(Green or Black)
1, , + `
20"x 8" Riser 24"x 6"Riser •
ii'k1,1A1-7-4,41lbe -',4. ' *
y 1$.m
• K n ,,w, . x./r r !. .�
20"x 12"Riser • 3i5r 30"Lid
- 4. I ...
Adhesive Sealant
# -20"Locking Rings
20"Lid 24"x 18"Riser -20"Safety Pans
24"Locking Rings 1
24"Safety Pans
.isf lop -24"Adapter Rings
` -30" Locking Rings
Adapter Flange 24"Lid
Contact infiltrator Water Technologies'Technical Services Department for assistance at 1-800-221-4436
,

r
Zset Riser Specifications
by INFILTRATOR
T3T17, --IP
- 1ruLnaclasa
Will WILSONSIL
r 12, 1:m•
LW r .,tT
L
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4C76561- ,nos SECTIONA•A
srxEf:e .570
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20"x 6"Riser Cutaway 20"x 12"Meer Cutaway
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24" L tNNA
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x B"Riser Cutaway direr—_..___ goo
24"x 12"Riser Cutaway
,tA,Ya - ---- .. _..
tern ( — -
„e.
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I
24"x 18"Riser Cutaway i
MFLTRATOR WATER Tlli♦d1OtoacEis,LIG 1-trNvalor") to THIS Iw,R®WApRANTY E RE s sLUaWE Ws w r A HAt SY B'LTAAIOR AND SOPERSED{b ANY Plitti
Mug by lafbetw UNITED WARRANTY ( NTtURY,ADOOIO 4M.OR BUBSECW.T REPREM+TATWAS,WHETHER ORAL OR HERTEN.BETLTPATOR
ONE(T)YEAR MATERIALS AHD WORKMANSHIP charm WARRANTY DIStYA IS AND EC:LUUES TO TNEBREATEBT EXTENT ALLOWED BY LAW ALL OTHER WARRWITW,WHETHER
hl Vie Niad warty b ax adad to Ne s d t4r of on Flak b/l t lnfn dun ore k eyslem and rd w aeeae.a}sa WHEW OR MPIEU O t STATUTORY,WCLUDNO NW WARRANTY OF KRONANTABIJIY,WSW FOR A
M CNN ptic,m ty Is a sd 4Aleie e el Ve of on E arcs PARTIODUR PUtPOSE/Muer IMPLIED W IOS 01}6561SE AMMO FROM caesE OF DEALING,
by wanted M womb.=rah NBtuors bmtsMtlon IHOUAtoa met t CO$Oi$ABB.T,MAIER OR
Vrer'Itb"andbW TeENIAbu bT I Wawa Mwea, TaralNE b YMT E Mat,H ANWho evalANI ad ni.wifo R. REPES9.TAI ORI2EO TOMHEM >i�BBiTADONOft WARRANTY OONfETINB TAILS P1130oC`r,
ibLL lTore'.diet e lob1 n.tAtel wiL at Aeplbn(l cep*the QWctln product mot repFeeWe dsfedoo DLCEPT TO WW1 YOU TO THA LILTED WARRANTY.FACEPT ABt j•Y BET FORTH IERHN THIS WAPRSMY
Y speoRmye=AAda IM coat dammed under ky{Wlto;NWT Ebel yahm, IS NO7AFb1RRMRY OF FUTURE PERFORMANCE.BUT ONLY AKWIRMfY'FOREPAW OR 3BAIACE
IN li only�In ernite
AN.W PI 4 you mat no0y Atttnmr to wkk"se Is m �.mit.Aaq.,ot.o Oldk, Saybrook: (c)YOU MAYASAtON THIS LMBTED WARRANTY TO A BL$SIO1.UAI PURCHASER OF YOUR HOME
ITN des of the Nord defect
IQ YOUR FJfLSA18NE RENEW 1Mff11iEBPECf70 ANIMA ALL tDS8F5 OH DAMAGES fiESULTN6 Moon ANY TANNER NO REPRSENTATNE OF INFILTRATOR HAS THE AUITHORITYTO CHUJOE ROB LACTIC WARtAYTY IN ANT
CAUSE WNATWDE18i WfAli.BESPECFIED N BU0TNUB MarRAPH ra ABCNE MERCATOR SHALL H NO Mar TANNER WHOSOEVER OR TO EKED TH9 WO FED WAEeW.TY.
MAERYA ANY commuErrim.OR B ERIJrAL DAMAGES Of ANY IOW HOMER00CASKWET WHETHER BY ODNOfIAONB AM)IXCLOSIE15
NEOl1OENCE OR OTNRIVABE.AWE STATES BD NOT ALLOW THE ECCLUBION OR LIMITATION Of INCIDENTAL OR T CS as set.A,oeedton.a f050515>"error"hth N4erabe Ira ru oor,tml DRSnote o,ptroU 1-os■rm.l of such COMSEOUBiML DAIMSDE:t,50 TNIS Uk1RARA OR ECLUNON MAY NOT APPLY TO YOU.THIS WARRANTY CiAT-S "ondlfora or 600546re o *A tM meporabAhf rd k'krrtor end NI NOT covered under tic rnrorty.They acme hAL,.
YOU SPECIFIC LE AL AGMS AND YOU MAY ALSO HAVE OTHEii POUTS WHICH VARY NEW STATE TO STATE bkWet to ELH.yelert In SSOoTlwbe wTA lnaroctaa a oppliebB reg,IMayreryirroute or guirhree.6e►4lg She
Orel admen mnr.rI-to 9aHrertllonrseudiem end dµe.41g of eh entodt or other matreLA mew,b normsi 87.4
err tam rarja
Tie stove represrepreserepresent ale 8terdsnd L'nledWsrmnt y otei W:I
o! rlly.A Untied norrbe.of Malty endWhoihe Mw
A slalnsae Park fined dlfaent a,maery, rkss a fac
eyr.Myp,rohawof et Nom stet&meted kdintme corporate heod re E}ten ON
+ P.O.BON 768 Cam.ctb:l Ow Id euh We."II LOVA a odPi of .n M.Ippl4aole rwy.era sm.Md eardty mid bAt
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y Tom.Fethe purehaa of a Mel rotor,
Old Saybrook CT 05475
I I. I LT R A T O R ; , BB¢577-7001
36
systems Inc. wwWJnftltrstmwater.cam
U.D.Patents:4.759,5R1;5017.041;5.15E,488;5,256.017;5,401,118;5,4D1.45U,5,511,933;5,715,1W;5,585,77B;5,839,844 Canadian Relents:1,328,959:2.004,584 Odor Petards pending,YMlbalor,
Equeizer.Qtia84.and SMAWreder are regMrad 4adernaka of MHralat Water Teclnolologieo.Mikado,is•reghlrsd lrsdemsA*lo Fratoe,Whaler Water rscheolegles,Is a logleteted trademark In Mtsdoo.
NSvoL,eecHCr.Potyrutt Citatiberlapadx,Mi#Haort.Postack.WdtAE.41kioPtg,SriepLock Ind Strtlock are 4sywnsrks of ttleator WaterTlC,noiogle5.
Potylsk Is a trademark of Pdytek.her.TUF-7TTE Is a reglslered trademark d YUF-IT E.INC.Ultraflt6 Is•badernark of SEX Inc_
0201E' plan-WaterTeclnob{yas.ILC,)UIrightsr04eNAO.PrintedInUSA.
SET010818181
Contact Infiltrator Water Technologies'Technical Services Department for assistance at 1-800-•
221-4436

The sTJ�-1�T© a J�es
Effluent F6! •ers
''a It's- Superior
Srtptvtnr to Stahl'!, ittijfnrtrt(It••.rt)qy.
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s7T17-.1!t "
FEATURES
4 Easy,affordable solution for servicing
septic tanks
4- Designed with non-directional bristles OOP
for unrestricted flow of effluent
• Allows biological maturing and
sloughing to maximize septic tank
efficiency
4 Provides well over%mile of filtration
media with over 319 cu in of open
area to eliminate dogging
• 2,215 sq in.of filtering surface allow
a flow rate of over 1200 GPD_filtering
to 1/16'diameter
$ Filtering surface is achieved with
unique triangular bristle that more
than doubles the filtering surface,with
no uniform holes or slots to plug
• 90 degree handle for easy installation
and removal
4. Adapts to all types of 4"pipe
4• Setf-locking bristles hold the fitter
firmly in place,eliminating'filter float up'
• Flexible design makes it easy to install
in hard to reach places and makes
replacing the fitter a breeze
4- Constructed of polypropylene bristles,
wound together with a 316 S.S.core
4, The filters designed shape creates a
debris separation space which naturally
sorts debns according to size and mass, " I eaca,FE
ensures even filter usage for a longA
kfespan and maximizes circular flow00 ef.
! rrrFpo
/
4e i f
Order part No SW-110 eO i
8TF-130
se t
STP410 .
CAD detail drewinp avartabie to DXF tenal
se+ss i crF.rnhe
elPTIG TEE
RELATED PRODUCTS
STf-110-OW page 4
STF-110-7R page 4
STF-110-88 page 4
STF-130 page 14 a cra13.
r.
STF-4TEE page 14 U S Patent♦8 811.692
Toil Free 888-999-3299 Office 231-582-1020 Fax [phone] Emel srmtecb@ reewey.net Web www gag-e+mtech-corn

THIRD PARTY VERIFICATION
�. Arld� GARY S.JOHNSON
t M
WISCONSIN#E-25985
MINNESOTA#41217
SIM/TECH FILTER
NEW STF-110 DISPOSABLE SEPTIC TANK FILTER
THIRD PARTY VERIFICATION
The Disposable Septic Tank Filter is constructed as a twisted-in-wire brush with 26"lung
brush body,Y,"tip and 2 34"long handle end with 90 degree bend. Brush body will have
a major diameter of 4313"for a length of 9 V."starting',"from the 90 degree handle
bend,then will transition down to 3 diameter over the next 2 W'and held at 3 W'
diameter for the next 14".
There will be a scallop cut into the O.D.in the major diameter beginning 2 ys"from the
top,ttansitiordng down to 3 Vs"over the next 2",and then transitioniog up to the major
diameter over the next 2".
The stem will be 11-gauge stainless steel and the fill material will be.012 yellow
Poi3'ProPY -
The filter has a total of 2,962 lineal feet of bristle equaling 35,544 lineal tootles of heistie.
By calculating the total length x the total perimeter of Simtrech's uniquely shaped
bristle,it gives us a filtering surface of 2,215 square inches.
Volume of a 4"x26"Septic Tee 326.7 cubic inches
Volume of the SIP-110 Filter •4,265 cubic inches
Volume as open for fluid 322.435 cubic inches
4
GARY B. 464.
*IdARY B.
kM" e JOHNSON
* E-25985 .41
0. Mk `" a MIDLAND Lat
032831 9‘......41CH •
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r

THIRD PARTY VERIFICATION OF FLOW RATES ON THE STF-1 I0
AND THREE OTHER GRAVITY SEPTIC TANK FILTERS
• Test done with clean water and no particulate
• Filters placed in a standard outlet tee of S&D type with a 17"tailpiece to outlet level
• Test tank was a plastic 55 gallon drum
• There was an accurate method to measure head height above outlet level
• Test was done for a W'and 1"head height above outlet level
• All filters tested using the above conditions
FILTER FLOW RATES
Sim/Tech 'Thff-Titre Zabel Zoeller
%"head height above outlet flow 1, 800 GPD I,440 GPD 1, 195 GPI) 900 GPD
1"head height above outlet flow 5, 040 GPD 4, 680 GPD 4,858 GPD 1, 800 GPD
+t$PSt4. _ -0
GARY B.
J• F • riSARYB
;. , w JOHNSON
i� Na •
• .�� ' s E-25985 z*
to
e 32831 y MIDLAND tr
o •. ��
~"•fes:164p~ MICR

It is my opinion that the Siznfroch filter will prove to be a superior septic tank filter
because of It's basic deign bristles to catch any'paper like"debris on the outside surface
(guided there because of the bristle's bending at the ends under pressure of the flow).
A dead zone near the center to collect small particles as they fall out of the flow.Plus the
incalculable water paths t rough and around,the filter fibers.
Clary B.Johnson P.B.
363 Silver Creek Rd
Petoskey,'lord+49770
`'motssdi
•
, 11
tbx
0 32831
+i7Fit�el

. lit. s
}
= i _ Zither Effluent Filter� t - Atnw���ii.In-
1 PL-68 Filter and Tee
PL-68 is much more than just an effluent filter.The housing can also be used as an inlet baffle(tee)or an outlet
baffle.The housing is designed to accept Polylok's snap in gas deflector to deflect gas bubbles away from the tee
and to keep the solids in the tank.
I
Features:
1,f16"Filtration SIots Accepts 3/4"PVC
• Offers 68 linear feet of 1/16" filter slots, which I Extension Handle
significantly extends time between cleaning. 800 GPD )
I . Accepts 3/4"PVC handle. l A
• Locks in any 360°position when used with PL-68 Tee. Y
• PL-68 Housing can be used as an inlet or outlet tee. i Fits Any Tee .._�_„
Th
• Gasket prevents bypass. On e Market I r PL-68 Installation: „(M.
Gasket Prevents 68 Linear Ft.of
Ideal for residential waste flows up to 800 gallons per day Bypass 1/16"Filtration
' (GPD).Easily installs in any new or existing 4"outlet tee. slots
—1.Locate the outlet of the septic tank. Easy Installation
Accepts 3"dr 4" Filler Locks in
2.Remove the tank cover and pump tank if necessary. (SCH D 40 & " . . Any
', ,, • , 36Q°Pos':tion
3.Glue the filter housing to the outlet pipe,or use aY SDR 35 Pipe) t'
Polylok Extend&Lok if not enough exists, 's
,.
4.Insert the PL-68 filter into tee. `_.
5.Replace and secure the septic tank cover.
PL-68 Maintenance:
The PL-68 Effluent Filter will operate efficiently for
I
several years under normal conditions before requiring
cleaning.It is recommended that the filter be cleaned 16'Aria" Certified 1a
every time the tank is pumped,or at least every three years. Available MtilsANSI Standard 46
I.Do not use plumbing when filter is removed. 1 a.,
COI
2.1'11l1 PL-68 out of the tee.
3.Hose off filter over the septic tank Make sure all solids _ - Piste:
fall back into septic tank. - Concrete
4.Insert filter back into tee/housing. Optional Gas Baffle
Deflector
Related Products:
PL-68 Filter Concrete Baffle
Extend&LokT+a
e4 ` i,
Extend&Loki'" Spacer Bushing Spacer Bushing 2"Extender
Easily installs 4"SCHD 40 4"SCUID 40
into existing tanks. to SDR 35 to 110mm Pipe
Polylok,Inc. 3 Fairfield Blvd. Wallingford,CT 06492 Toll Free:877.765.9565 Fax:[phone] www.polylok.com

4.28
1.1-
110.9cm] 7.04
3,54
[14.0 cm] , 4.60 [17.9 cm]
SOCKET ACCEPTS [I1.7 gym] �—"
4"SCHD-40 "Iiiummo
111.1-7
1 4.21 _
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4.24 ----- ,
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117
15 /
[.4 cm] r 04--• 1
OPTIONAL BUSHING
(FOR 4"THIN WALL PIPE)
PART NO.30142-R s
16.09
[40.9 cm]
$ 2201
[55.9 cm]
18.09
[46.0cm] '
I
WITH EXTENSION 1
I
3.51 I
I (9.9cm] --,-,i
DIA. l;
I
._____t
IMO 1.TT __
[4.5 cm] # i.
- END ACCEPTS 4"SUR5
t FOR EXTENSION
SOCKET ACCEPTS — POLYLOK PL-88 HOUSING 4"
OPTIONAL GAS SECTION A-A OPTIONAL 2"EXTENSION PART -ABS2-6$�
DEFLECTOR PART NO.30142-68X MATERIAL-A
PART DEFLECTOR
3025
COLOR-BLACK

/, ,
88 FT.(20,73 Mt I kRS OF 1196"(.158 CM SLOTS)
NEOPRENE GASKETS--- \� i
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kills it
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S 111�1}�Idid�i , — I frill'H w ,. iIM Y 11;I�Y1 ' ��[K'� t„Ii�,pi1 _ --� j� 4.20 DI4. �.►-1
del,. ill !.YfC 11i Ili 'I 1� r I �' '
22.09[58.1 cm] — ACCEPTS 314"PIPE
`~ 20.63(52.4cm] i FOR HANDLE
14.24[38.2 cm] — 1-..---— 7.00[17.8 cm] ---1—
T
536[15.1cm] -- _-
.38[1.0 cm]-«r
1
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PL-68 FILTER CARTRIDGE (FOR USE IN A CONCRETE BAFFLE)
PART NO.-30130-CB
MATERIAL - POLYPROPYLENE

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68 FT.(20.73 METERS OF 1116`(.158 CM SLOTS) i ` rJ!,'n
4.25 Ei08cm] ~' ��
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1"° ;,( [i,._i........._:juimiL, ;
1 . : " • i r I ram►-;,
ilil VW
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' b . l u d .g 1 I _ DU{ ACCEPTS 3/4'PIPE FOR HANDLE
Kr�...�._ _ _
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•
aI _ PART NO.—30130
I MATERIAL —POLYPROPYLENE
SECTION as COLOR—RED
TOTAL FILTER AREA-1.1 SQ.FT.(1021 SQ.CM)

N S,T
The Public Health and Safety Organization
NSF Product and Service Listings
These NSF Official Listings are current as of Wednesday,April o6,2oi6 at 12:15 a.m.Eastern Time.Please gni=
NSF international to confirm the status of any Listing,report errors,or make suggestions.
Alert:NSF is concerned about fraudulent downloading and manipulation of webeite text.Always confirm this information
by clicking on the below link for the most accurate information:http:/Iinfo.nsf.otaJCertified/WastewateriLiatirtg6,S5p7
$tandardd6l eCompanyd7o,Boat
NSF/ANSI 46
Evaluation of Components and Devices Used in
Wastewater Treatment Systems
Polylok Inc.
s Fairfield Boulevard
Wallingford,cr o6492
United States
877-765-9565
203-265-6340
Facility:Cheshire,CT
Septic Tank Effluent Fliterari)
PL-122 PL-25o PL-525 PL-625 PL-68
[2) Performance tested using bead size 0.338 en ± 0.005 en (1/8" 0.002"). Meets the full
requirements of NSF/ANSI 46-2010.
Facility:Evansville,IN
Septic Tank Effluent Filter Componeutsfij
A1o1-12x2o A101-12x28 A2o1-t x36 Aiot-8xi8 A1O1-8x26
Aioi-8x32 A18o1-4in8[4] A1801-4x22I41[5] A3o1-12x2o A3o1-3.2x28
A301-12x36 A301-8x18 A301-8x26 A301-8x32
(1) Septic Tank Effluent Filter Components are exempt from bearing the NSF Component Mark
and shall bear the NSF Unit Mark.

[4) Filter. cartridges Certified in ABS and PVC materials.
(5] Failure sensing and signaling equipment of this product not evaluated by NSF
Septic1Uk Egluent Flltrrs[aj I3]
A1oo-iax2o A.1100-12x2o-VC Moo-Iwo/BALL A.foo-12x28-VC A1ao-i2x36-VC
Moo-Sxx8-VC Aiao-8r26-VC Aioo-8x32-VC Ai800-4x18-30142-68A1800-4x38-VT-B35
A1800-4xi8-VT-840 A18o0-4)08-V17-B35 A1800-4xi8-VTF-84o Ai800 2-30142-68A1800-4x22-VT-By5
Ai800-.022-VT Boo Ai800-4x22-V7F-B35Ai800-022-VTF Boo A3oo-i2x2o A3oo-io-VC
A300-12x20/BALL A3oo-i2x28-VC A3o0-12x36-VC o0-Bxu8-VC A4 A3oo-8x26-VC
A3oo-2x32-VC A600-12x2o A600-iu2o/BALL A600-i2x28 VC A600-i2x 6-VC
A6o0-8x18-VC A600-8x26-VC A6o0-8x32-VC
12) Suffix VC denotes a filter cartridge with Versa-Case assembly.
(3) Performance tested using bead size 0.338 cm ± 0.005 cm (1/0" 0.002") Meets the Null
requirements of NSF/ANSI 46-2010.
NOTE: All filters come Smartfilter reedy.
Number of mauling Manufacturers is i
Number of matching Products is 52
Pcaecasing time was o seconds

-4 ��;
Tbll Free: 888-999-32901'
Bristle Filter Instructions
For STF-1 10 4" (Installation & Maintenance)
Instructions for installation in standard 4" outlet "Tee" of septic tank. f
• Orient the filter so that the wire handle faces opposite the discharge outlet.
• Push filter into top of"Tee"until the 90 degree wire handle touches the top of the
"Tee". The filter is now"installed",as shown in the picture to the right.
• The flexibility of the STF-110 bristle filter allows it to be used in just about any situa-
tion. If you need help with a custom installation please call Sim/Tech Filter toll free at
888-999-3290.
Installed Filter
Recommended maintenance schedule
For maximum protection,it is recommended that the filter be replaced annually. If not,it should be inspected
at least once per year. The filter is capable of lasting three years under normal conditions. Such factors as
garbage disposals,pets,laundry,etc.may cause the need for more frequent inspection or service.
Instructions for performing maintenance in standard 4" outlet "Tee" of septic tank.
• Before removing filter,one of two options must be performed. These options
need to be performed to prevent any outflow of unfiltered effluent from the
tank while the filter is removed.
Option 1
Insert a STF-130 maintenance sleeve(sold separately)with the handle
coupling on the same side of the"Tee"as the outlet hole. Push the sleeve
into the"Tee"until the handle coupling hits the top of the"Tee". Do not
remove the sleeve until a filter has been put back in the"Tee".
Option 2
Have the tank pumped down by a professional septic service company.
After performing one of the options above,remove filter by pulling up on the Maintenance
filter handle. Sleeve partially
• PIace the used filter in the provided plastic bag for proper disposal. inserted into
• Install a new replacement filter as described in the installation instructions at "Tee"
STF-130 the top of the page.
Maintenance • If a maintenance sleeve was used(option 1),remove the sleeve from the outlet U.S.Patent#
Sleeve "Tee".
6,811,692

NORTH CAROLINA DEPARTMENT OF HEALTH AND HUMAN SERVICES
DIVISION OF PUBLIC HEALTH
ENVIRONMENTAL HEALTH SECTION
ON-SITE WATER PROTECTION BRANCH
INNOVATIVE WASTEWATER
SYSTEM APPROVAL
INNOVATIVE WASTEWATER SYSTEM NO: IWWS 2015-03-R2
Issued To: E-Z Treat Company
PO Box 176
Haymarket,VA 20168
703-408-2911;Fax: [phone]
Contact: Carl Perry,President
Michael Stidham,Vice President
For: E-Z Treat Model 600 Pretreatment Systems
Approval Date: April 24, 2015
June 15,2015 Tank Size and Sampling Revisions
January 6, 2017 Addition of Single Bulb UV Unit
In accordance with General Statute 130A-343, 15A NCAC 18A.1969 and.1970,a proposal by E-Z Treat
Company for an approval of subsurface wastewater systems utilizing the E-Z Treat Pretreatment systems
has been reviewed,and found to meet the standards of an innovative system when all of the following
conditions are met:
I. General
A. Scope of this Innovative Approval
1. Design,installation,use,and operation and maintenance guidelines for E-Z Treat
Pretreatment systems to meet TS-I and TS-II effluent standards pursuant to Rule 15A NCAC
18A.1970. Refer to Rule.1970(a)Table VIII—Effluent Quality Standards for Advanced
Pretreatment Systems for treatment performance levels.
2. Operation,maintenance and monitoring requirements for E-Z Treat Pretreatment systems and
associated subsurface systems to ensure the treatment performance standards are met.
B. This Innovative System Approval is applicable to domestic strength sewage systems
(non-industrial wastewater)utilizing E-Z Treat Pretreatment Systems that have a design flow not
exceeding 3,000 gallons per day(gpd).
Use of E-Z Treat Pretreatment systems for facilities with an influent waste strength that exceeds
domestic septic tank quality effluent standards pursuant to Rule 15A NCAC 18A.1970(b)may be
proposed by E-Z Treat Company and a North Carolina Professional Engineer to the Department
for review and approval on a case-by-case basis,prior to permitting by the local health
department(LHD).The system design must include the proposed raw wastewater strength
(BOD5,COD,TN,TSS,fats, oils and grease,etc.),the expected organic loading rate(in pounds

IW WS-2015-03-R2
January 6,2017
Page 2 of 10
of BOD),and hydraulic loading rate on the pretreatment system,and the calculations,references,
and any other needed information to support the proposed design.
C. Any site utilizing these systems shall have wastewater with sufficient alkalinity to facilitate
biological treatment processes. The influent shall not have a pH or toxins that significantly
inhibit microbial growth.
D. Use of E-Z Treat Pretreatment systems that have a design flow exceeding 3,000 gallons per day
may be permitted after approval by the Department on a case-by-case basis in accordance with
the Large Systems State Review/Approval Process(Rule 15A NCAC 18A.1938).
II. System Description
The E-Z Treat Pretreatment system consists of the following components: a Department approved
septic tank; a recirculation tank(or chamber); single or multiple E-Z Treat Pretreatment pods; and a
final dosing tank (or chamber). Additional treatment may be used to ensure that treatment
performance standards shall be met.
The E-Z Treat Pretreatment system can utilize either a two tank configuration or a three tank
configuration. The two tank configuration has the following components: the first tank is a septic
tank and the second separate tank has a recirculation chamber and final dosing chamber. The three
tank configuration consists of three separate tanks: a septic tank, a recirculation tank, and a final
dosing tank.
III. Siting Criteria
The E-Z Treat Pretreatment systems and associated drainfields shall be sited and sized in accordance
with Rule .1970 for TS-I and TS-II systems. Drip irrigation systems used with E-Z Treat
Pretreatment systems shall be sited and sized in accordance with the manufacturer specific drip
approval. The E-Z Treat Pretreatment systems and associated drainfields shall meet all applicable
horizontal setback requirements and be located to prevent surface/subsurface water inflowfmfiltration.
IV. System Sizing
The system sizing criteria shall be based upon the long term acceptance rate specified in the
appropriate portion of the rules or the Innovative and Experimental system approval for the type of
ground absorption system to be used.
V. Special Site Evaluation
A special site evaluation may be required based on the proposed ground absorption system. Refer to
manufacturer specific drip approvals and Rule.1970(p).
VI. Design Criteria
A. The E-Z Treat Pretreatment system shall be designed in accordance with the following criteria.
1. All tanks, septic, recirculation, and dosing, must be approved by the Department and E-Z
Treat Company specifically for use with the E-Z Treat Pretreatment system.
2. The E-Z Treat Pretreatment system can utilize either a two tank configuration or a three tank
configuration. The two tank configuration has the following components: the first tank is a

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

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

IWWS-2015-03-R2
January 6,2017
Page 5 of 10
VII. Installation and Testing
A. A preconstruction conference shall be required to be attended by the designer authorized in
writing by E-Z Treat Company,engineer(if applicable),installer authorized in writing by E-Z
Treat Company,and LHD prior to beginning construction of the E-Z Treat Pretreatment system.
B. All E-Z Treat Pretreatment systems shall be installed according to directions provided by E-Z
Treat Company. Additionally,all E-Z Treat Pretreatment systems and components used with,but
not manufactured by E-Z Treat Company shall be installed in accordance with all applicable
regulations and manufacturer instructions.
C. All individuals/companies installing E-Z Treat Pretreatment systems shall be in possession of all
necessary permits and licenses before attempting any portion of a new or repair installation. The
company/individual must be a Level 1V installer and authorized in writing by E-Z Treat
Company.
D. Watertightness of the tanks shall be tested by either of the following protocols: 24-hour
hydrostatic test or a vacuum test.
1. Hydrostatic Testl'2
a. Temporarily seal the inlet and outlet pipes.
b. Fill tank with clean water to a point at least two inches above the pipe connections or the
seam between the tank and the riser,whichever is highest.
c. Measure the water level.
d. Allow the tank to sit for 24 hours.
e. Re-measure the water level.
f. If the water level change is'/2-inch or less or one percent of the liquid tank capacity,the
tank passes the leak test.
g. If the water level change is greater than 1/2-inch, any visible leaks can be repaired and the
tank may be topped off with water and allowed to sit for a minimum of one hour.
h. The tank passes the leak test if there are no visible leaks(flowing water or dripping in a
steady stream)and no measureable drop in water level after one hour. Otherwise,the
tank fails the leak test.
2. Vacuum Test3
a. Temporarily seal the inlet and outlet pipes.
b. A vacuum of four(4)inches of mercury should be pulled on the tank and held for five(5)
minutes.
c. During the testing,the tank manufacturer or their representative can RP-al the tank if it is
found to be leaking.
d. If the tank is repaired,the vacuum must be brought back up to four inches and held for
five minutes.
E. The distribution of flow to the E-Z Treat Pretreatment system and to the septic tank shall be
measured during start-up and set to be in accordance with the system design with start-up settings
recorded.
Victor D'Amato and lshwar Devkota,Development of Prefabricated Septic and Pump Tank Construction and Installation Standards for North
Carolina.
2 National Precast Concrete Association,Best Practices Manual Precast Concrete On-Site Wastewater Tanks,Second Edition,October 2005,24.
3 National Precast Concrete Association,Best Practices Manual Precast Concrete On-Site Wastewater Tanks,Second Edition,October 2005,24.

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

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BY: DKL INVESTMENT SOLUTIONS,LLC
� MacCONNELL 501 CASCADE POINTE LANE,SUITE 103 DCB, JDH DETAILS
5013 CHEEK ROAD
11" CARY,NORTH CAROLINA 27513 JOB #: DURHAM,NC 27704 4 OF 4
1—�� & Associates P, C. P.O. BOX 129
MORRISVILLE,NORTH CAROLINA 27560 A94001.00 SINGLE FAMILY DISCHARGE WITH
�i 4�` TEL:[phone] FAX:[phone] DATE: E-Z TREAT TREATMENT SYSTEM
6/30/2021 DURHAM COUNTY,NC D-104
6

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NOTES: U co c
1. PANEL BY ALDERON, OR EQUAL. W n-
W
Terminal Connections 2. PANEL TO BE SUPPLIED BY E-Z TREAT. W LU
CONTROL PUMP PUMP 3. CONTRACTOR MAY USE COMBINED E-Z TREAT / UV PANEL. W
Incoming Power Incoming Power Connection
120 VAC,50/60HZ 120/230 VAC,50/60HZ
L1 N LI L2/N
I I I I
• E
rB1 Tea rB4 r r� I U 2
N. ---FIELD WIRING fi�[I�+I ry��1 ® J
O Branch Circuit Protection Device/Disconnect Means Field Provided- 1 J F-W
V PUMP Size per manufacturing specifications for pump/motor .......FIR D SUER IEn
Incoming Power ®TERMINAL BLOCK d �i Z W N o
N 120/230 VAC,50/60HZ PUMP LOAD re FS3-High -2O O Q 'St Q>_ Z
O G L1 L2/N 120/230 VAC,0-16 AMPS,50/60 HZ PSI-Low FS2- Level K A p O Qe
N Power Wirl,g=81K m p
I I I PUMPS MUST CONTAIN INTEGRAL Level Timer Enable O h <n Q F—
•
I L3 I T3 THERMAL OVERLOAD PROTECTION! Ft,F2 FUSE MUST 9E l2wAC Control N1nng=RED 2 Z O N - Z F
ram, —~� >REPLACED WITH t AMP d Wiring C o J W
oL IT' •/T-�- I e2 7, TASrnUT ACTING
TYPE Neutral= Float
.Normally en,Narrow Angle c o 0 V U 2
I r ti1 FAST ACTING 250 V MAX. Open, ng p W Z -1— Q
co L1 T1 71 PUMP1 ran' HT-l5r'�„ *FS2-Normally Open,Wide Angle
-p C01 I • L� MILL SIZE
POUNDS *FS3-Normally Open,Narrow Angle U
N 20A M1 GROUND TO 5c "" F W UQ .J ''
2 I-" <
GROUND LUG �� I
CO oM QQ Ce
N CONTROL ,12 A a6 to LU> !t00 W W Q
CI Incoming Power 10 35
--- 's Z J F
120 VAC,50/60HZ s 40
" —IQ N
ca I' ` no ELECTRICAL SPECIFICATIONS 0 NW
p 00
Tr Fe] ons. When This control panel is for timed dosing applications.
rnA 1. TWO DIFFERENT CONTROL PANELS WILL CONTROL THE WASTEWATER SYSTEM. ONE CONTROLS THE
the timer enable float is up,the timer will start timing for the I
g pump PRETREATMENT AND ONE CONTROLS THE ULTRAVIOLET DISINFECTION. CONTRACTOR MAY USE A COMBINED0 CV
m CB2 duration of the"OfP'bme and when complete,the will -e soNo
m 10A ) -- - - sort for the duration of the"On"time. Both Off and On m coerno1 RELAY PANEL' . 0
§- • times are adjustable. This pattern repeats until the timer m CIRCUITeo o O N
• enable float lowers and turns off. The Low float acts as a GK..uc
2. EACH PANEL SHALL BE APPROXIMATELY 13" WIDE X 15" HIGH AND IS A NEMA 4X, UL RATED ENCLOSURE. m O O
1 • redundant off and will also activate the alarm. If the levelcoI «wsm THE PANELS SHALL BE SUPPLIED BY THE SYSTEM DISTRIBUTOR. U CO H M
�F2 -F1— reaches the High float switch,the alarm will activate. ew1 TEST/SI'0"F'^"p' >0 0 Q <tD
w • • ALARM BEACON 3. THE PANELS SHALL BE MOUNTED BY THE ELECTRICIAN WITHIN 10' OF THE TANK UNITS. THEY SHALL BE CO -) 0
OW
Gt a MAGNETIC
sMI MOUNTED NEXT TO EACH OTHER AND 48" - 60" OFF THE FINISHED GRADE TO THE BOTTOM OF THE
Z CR1 rot HAND sw1A Az m RN.RSA muTOR ENCLOSURE. c tO O
(�?� p U, co
FS2 Timer Enable 1B4 S Hi______.OFF ® TswRa 4. THE BUILDER'S ELECTRICIAN SHALL MAKE THE INTERNAL PANEL CONNECTIONS OF THE PUMP AND CONTROL W °'i N tD
-C -NP C" AUTO FS rol RepeatEIdeoo55 CORDS. EACH CONTROL PANEL SHALL CONTAIN A WIRING SCHEMATIC IDENTIFYING ALL TERMINAL I- N Q r'
c - J 0 2 CONNECTIONS. THE SYSTEM INSTALLER SHALL BUNDLE AND MARK EACH CORD WITH THE APPROPRIATE N Z M
0 • IDENTIFICATION AND SECURE IN THE ACCESS RISER AT THE DIFFERENT PUMP POINTS. 7 m
-p FS3-High Aenno ® Z Z T
RITB5 TB6 Al A2 On ® 5. THE PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 20 AMPS, 230 OR 115 VOLTS,
' Al
s 8 Off SINGLE PHASE SUPPLIED FOR THE PUMP. Q 0CL O X
°j -�` tr 6. THE PRETREATMENT CONTROL PANEL REQUIRES A DEDICATED CIRCUIT OF 15 AMPS, 115 VOLTS SUPPLIED 1-- Q 0 F= LL
r FS1-Low warn 81 re2 re3 re4 res res r z FOR THE ALARM / CONTROL SIDE OF THE PANEL. Z U m
U T81 rez Al A2 [ ]l Scale IMin I O I 0 C°' ® G • 7. THE PRETREATMENT CONTROL PANEL REQUIRES A TELEPHONE EXTENSION LINE FROM THE DWELLING FOR n ~ O Z
ALARM BEACON R-On (� 2'
I,pl "ice THE RMSYS TELEMETRY SYSTEM. THIS IS NOT A DEDICATED LINE; IT IS AN EXTENSION FROM ANY LINE O a ui
CI LO
LO
::lHyl b CF�S3-High To set the timer,use a screwdriver to change timer THAT IS USED IN THE DWELLING. Q Z J a
U 21 CR1 2 11 12 FS1-Low FS2' Level Scale(0-12 most common).Use a screwdriver to U >: 5 T
10 Level Timer Enable change the"On"time increments(minutes most 8. A MINIMUM CONDUIT SIZE OF 1 11" SHALL BE FURNISHED AND INSTALLED BE THE ELECTRICIAN AS A Q ce Cl)_ .-
J common). Use a screwdriver to change the"oft" CONNECTION BETWEEN EACH CONTROL PANEL AND THEIR RESPECTIVE TERMINATION POINTS OUT IN THE TANK Q
rn 11 CR214 CR3 14 Al A2 Float Switch Field Wiring U U
c L •Sw2 a time increments(hours most common).Turn the AREA. X J
g f�C i� *FS1-Normally Open,Narrow Angle dial with the Red line to the desired"On"time O 0 W
Test• •Silence *FS2-Normally Open,Wide Angle rn 2 I-
p (this example is 2 minutes). Turn the dial with 9. ALL OPEN CONDUIT ENDS SHALL HAVE REMOVABLE CLAY TYPE DUCT SEAL EMBEDDED TO PREVENT GASES
tp *FS3-Normally Open,Narrow Angle the Green line to the desired"Off"time(this AND MOISTURE FROM ENTERING THE CONTROL PANELS. DO NOT USE PERMANENT SILICONE OR
example is 4 Hours). EXPANDABLE FOAM PRODUCTS. "
c r l
Notes. v
E 1.WARNING!Electrical Shock Hazard!Disconnect power before servicing this product.A qualified service person must install and service Ims product according to applicable eledncal and plumbing codes. 10. ALL PUMP AND FLOAT CONTROL CORDS SHALL BE SUPPLIED WITH EITHER 30' OR 50' LEADS. THIS WILL
2.Install in accordance with National Electric Code,NFPA 70,Seal all boxes,Wings and conduit with appropriate seal devices to prevent moisture and gases from entering enclosure HELP KEEP SPLICES TO A MINIMUM AND SHOULD BE AVOIDED IF AT ALL POSSIBLE. IF A SPLICE MUST BE ^ •
jConnect 3. all grounds to a good ground. 4.Dashed lines represent field wiring-Use minimum 60 deg C Copper Wire 5.Branch Circuit Protection Device/Disconnect Means Field Provided. USED, IT MUST BE MADE ABOVE GRADE IN A PLASTIC NEMA 4X JUNCTION BOX. :Li
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11. ALARMS SHALL BE AUDIBLE AND VISUAL. ALARMS SHALL ACTIVATE AUTO DIALER TO RMSYS SYSTEM.
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12. AUDIBLE/VISIBLE ALARMS SHALL BE EXTERNAL TO ANY STRUCTURE. W
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13. PROVIDE MANUAL TRANSFER SWITCH AND PLUG FOR PORTABLE EMERGENCY GENERATOR. PROVIDE Z Ct
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IWWS-2015-03-R2
January 6,2017
Page 7 of 10
9. Readings from pump cycle counters and run time meters and any water meter readings, as
applicable.
10. Current operational set up for TS-II nitrogen removal enhancement(percent returned to septic
tank),and recommendation for modifications(if needed).
11. System operating conditions,from the review stored data for indication of 7-day and 30-day
flows and flow variances or other abnormal conditions.
E. The ORC authorized in writing by E-Z Treat Company shall also conduct other additional
observations,measurements,monitoring,and maintenances activities as specified in the Operation
Permit and as recommended by the manufacturer.
F. Sampling and Testing
1. All sampling shall be done in accordance with Rule .1970(n)(3) and (5). E-Z Treat systems
shall be sampled annually (semi-annually for systems with a design flow of 1,501 to 3,000
8134:1)•
2. TS-II systems influent shall be analyzed for TKN.
3. Effluent for all systems shall be tested for effluent CBODS and NH4-N. Systems specified to
meet the TS-II standard shall also have the effluent analyzed for TN (TKN and NO3-N).
Systems designed to meet the TS-II standard with design flows of 1,501 gpd to 3,000 gpd
shall have the effluent analyzed for fecal coliforms.
4. Additional sampling of effluent or influent may be determined to be necessary by the ORC
authorized in writing by E-Z Treat Company during a system inspection to assist with
troubleshooting or to verify system performance.
5. Effluent samples shall be taken from the final dosing tank/chamber or a sampling port located
downstream from the final treatment process.
6. Influent samples shall be taken from a sampling port located between the septic tank and
recirculation tank/chamber.
7. Adjustments in the monitoring schedule and number of parameters sampled may be proposed
by E-Z Treat Company and approved by the Department pursuant to Rule .1970(n)(3)(B) or
(C).
G. Notification and Performance of Maintenance and Repairs
1. The ORC authorized in writing by E-Z Treat Company shall alert E-Z Treat Company, the
LHD, and the system owner within 48 hours of needed maintenance or repair activities
including but not limited to landscaping, tank sealing, tank pumping, pipe or control system
repairs,media replacement,and/or adjustments to any other system component.
2. System troubleshooting and needed maintenance shall be provided to maintain the pump
delivery rate and average pump run time within 25% of initial measurements conducted
during system startup. The ORC authorized in writing by E-Z Treat Company shall notify
the system owner, E-Z Treat Company, and the LHD whenever the pump delivery rate
efficiency or average pump ran times are not within 25% of initial measurements conducted
prior to system start-up.
3. The septic tank will be pumped as needed upon recommendation of the ORC authorized in
writing by E-Z Treat Company and in accordance with the E-Z Treat Pretreatment system
operation and maintenance instructions. However, at a minimum, the septic tank will be
pumped whenever the solids level exceeds 25%of the tank's total liquid working capacity or
the scum layer is more than four inches thick.
4. The tanks shall be pumped by a properly permitted septage management firm,and the septage
handled in accordance with 15A NCAC 13B .0800.
5. The ORC authorized in writing by E-Z Treat Company shall notify the LHD, E-Z Treat

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\ \ I / ` / I 1. PARCELS AND TOPO TAKEN FROM DURHAM COUNTY
S I POINT OF DISCHARGE. INSTALL 1/4" S.S. WIRE MESH GIS.
I I RODENT SCREEN (OR EQUAL) AROUND DAYLIGHT END OF
2. KEEP TREATMENT SYSTEM A MINIMUM OF 10' OFF o o N
PIPE AND SECURE WITH HOSE CLAMP. STABILIZE OUTLET I
I WITH RIP RAP. PIPE OUTLET SHOULD 8E A MINIMUM OF
OF PROPERTY LINES. Es--1
6" ABOVE CREEK TO ALLOW FOR SAMPLE COLLECTION. U
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3. THIS IS NOT A SURVEY. p m a M
j / / n N I 1 ci J I PROPOSED 4" SCH. 40 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION �' O a a
w // PVC GRAVITY LINE TO OF ALL TRADES AND SUBCONTRACTORS. O
] 7 i �f n N n / POINT OF DISCHARGE CONTRACTOR IS ALSO RESPONSIBLE FOR FIELD
oo - b .3gQ VERIFYING DIMENSIONS, ELEVATIONS, AND LOCATIONS c o o
/ I z I PROPOSED 1,300-GAL. OF ALL EXISTING CONDITIONS AND UTILITIES. n
j I 1 f� / / — \_, RECIRCULATION TANK W `r Q
I J / I5. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE I- 7 r'
/ / , I PROPOSED 1,000-GAL. SOIL EROSION AND SEDIMENTATION CONTROL N N Z
) I \r J SEPTIC TANK REQUIREMENTS. Q J
3 I I r ( ( I \ 6. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE Z cn Et -
I\ z I CLEANOUT OSHA, NCDOT AND SAFETY REQUIREMENTS. J J �' jX
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7. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL I-I- < 0 = ii-
CREEK PROPOSED 4" SCH. 40 PVC GRAVITY Y
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LINE TO POINT OF DISCHARGE (±300') 35r, I Mir ADDITIONAL COST TO THE OWNER. p F O 0 '
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8. DESIGN IS FORA 3-BEDROOM HOME WITH A w p - LLj rDESIGN FLOW OF 360 GPD. QZ J vi - U PROPOSED TREATMENT SYSTEMI J
9. ANY ALTERATIONS TO THIS SYSTEM SHALL BE cn cc rn
I I / (SEE 2, C-101 FOR MORE DETAIL) \ W LOCATED IN PRE-APPROVED BY THE ENGINEER. <
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10. EXISTING SEPTIC TANKS SHALL BE PUMPED BY A
RECIRCULATION o O W
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S ( I TANK ON BYPASS10 LICENSED SEPTAGE HAULER, BROADCAST WITH LIME, F
EXISTING 3 BR HOME / 7 VALVE PROPOSED CRUSHED IN PLACE, AND BACKFILLED W/ CLEAN
-* I
, CONTROL FILL TO ORIGINAL GRADE.
I i• / / / / PANEL
n EXISTING 5' X 50' EXISTING WELL WITH 50'
u SAND FILTER SETBACK / PROPOSED 600 4" SCH. 40 PVC •
`, (TO BE PROPERLY / / / I TREAT POD FROM EXISTING HOUSE a
ABANDONED) i / \ / /
j/ / / W a�
EXISTING, CAVED ' / I ` I / C�
1 u IN SEPTIC TANK I. /
�� -(TO BE PROPERLY/ / \ / i
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1 OVERALL SITE PLAN z PROPOSED TS-II TREATMENT SYSTEM '.1,1„111�6%3p�ZpI >� `
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12 MONTHS PUMP OUT ACCUMULATED SOLIDS IF \ GRAVITY LINE
NECESSARY. REPLACE EFFLUENT FILTER FLOW DIRECTION ► 0
EACH TIME SEPTIC TANK IS PUMPED. J =W
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• ? RECIRCULATION TANK WEEKLY CHECK PUMPS, CONTROLS, ALARMS, A (a3 y
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4" SCH. 40 PVC U ► "ffif 0UV an �~ z
D 3-6 MONTHS CHECK FOR SOLIDS ACCUMULATION, 7
J IN/EXFILTRATION. - DWELLING - (10'-0" MIN. ) PROPOSED 4" SCH. 40 a
1,300 GALLON J cc N =W
1,000 GALLON SEPTIC TANK PVC TO DISCHARGE POINT O V U
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AND AFTER FLUSHING (D.P. SHOULD
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SEMIANNUALLY REMOVE AND LUBRICATE 0-RINGS ON N Z
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HYDRAULIC UNIT. FIN. GRADE ±347.0' INV.EL.
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CLEAN USED FILTER SCREEN IN MILD F.F.E. ±348.0' _ H
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ACID SOLUTION AND STORE FOR NEXT 4" SCH. 4n PVC 0 2.00% MIN. — — _ O = O `yANNUAL REPLACEMENT, ��� f341.5' EL. INV.EL. BYPASS d I- O Z -±341,3' t341.1' INV.EL. ig, w 0O aLnFLUSH FIELD SUPPLY AND RETURN t344.0' (DWELLING) 1::[___.
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MANIFOLDS BY REMOVING (UNSCREWING) U _J AIR/VACUUM BREAKERS. } > rnJ 1,000 GALLON SEPTIC TANK 1,300 GALLON N 1X NE-Z TREAT TREATMENT MONTHLY INSPECT CONTROL/ALARM PANEL, RECIRCULATION TANK UUSYSTEM PUMPING SYSTEM EFFLUENT J5- FILTERS/PUMP SCREENS, RECIRCULATION NOTES: 4SCH. 40 PVC "' 0 I-
) TANK, AND E-Z TREAT POD FILTER. PROPOSED 4" SCH. 40
(TREATMENT UNIT)
u ANNUALLY 1. TANK LOCATIONS ARE NOT TO SCALE SO AS TO SHOW PVC TO DISCHARGE POINT \
CHECK AND/OR REPLACE BATTERIES IN EACH TREATMENT ITEM. U
FLOW METER. (IF APPLICABLE) 2. ALL GRAVITY ONES SHALL BE 2% SLOPE MIN. n
ULTRAVIOLET DISINFECTION 3-6 MONTHS WIPE (CLEAN) UV LAMPS. ^
UNIT
CHECK INTENSITY AND REPLACE LAMP
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ANNUALLY CHANGE BULB. C-102 NTS „4"4
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MESH RODENT SCREEN (OR EQUAL) AROUND 0 = O
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• OUTLET SHOULD BE A MINIMUM OF 6" ABOVE
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TS-II TREATMENT SYSTEM 2 c„)2 I- Q
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= GRADE Q -I c‘.11 < -
341.0/ \ 341.00 112 X U Q
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332.0' POINT OF DISCHARGE. INSTALL 1/4" S.S. WIRE ® 4¢9 332.00U CID
. MESH RODENT SCREEN (OR EQUAL) AROUND ii 9
a DAYLIGHT END OF PIPE AND SECURE WITH HOSE V
a 331.0' - - CLAMP. STABILIZE OUTLET WITH RIP RAP. PIPE 331.00
7 OUTLET SHOULD BE A MINIMUM OF 6" ABOVE
n CREEK TO ALLOW FOR SAMPLE COLLECTION.
0 330.0• 330.00
5- -0+ 5.00 0+06.00 1+06.00 2+0..00 3+0..00 3+2 .00 *11
2 GRAVITY DISCHARGE PROFILE ji
C-103 1"=30 HORIZONTAL; 1"=3'VERTICAL Mil
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I

NOTES
1. ALL PIPING SHALL BE SCH 40 PVC UNLESS _J . O
OTHERWISE NOTED ON PLANS. ALL PVC PIPES SHALL Q W
BE BURIED A MINIMUM OF 3 FEET UNLESS SHOWN
OTHERWISE. I- O
W r
—r 2. ALL TANKS SHALL HAVE A MINIMUM 28-DAY 0
IT —I CONCRETE STRENGTH OF 4500 PSI.
3/4" GATE VALVE (FIELD' ADJUST 3. TANKS SHALL MEET REINFORCING REQUIREMENTS TO
TO 4 GPM FOR E-Z TREAT SPIN ACCOMMODATE 300 POUNDS PER SQUARE FOOT.
E FILTER RETURN FLOW) 3/4" SCH. 40 PVC RECIRC. LINE ETHER STEEL REINFORCING WIRE, REBAR OR
a APPROVED FIBER MAY BE USED. C.) =
d - ' J H�
AI 4. ALL SERVICE ACCESS OPENINGS WILL BE A MINIMUM Ill
CLEAN OF 24 INCHES. EXCEPTIONS MAY BE MADE ON A Z w
a OUT • CASE BY CASE BASIS WITH E-Z TREAT'S PRIOR v C9} V
NI
SEPTIC FLOW i� \ 4" SCH. D-101 WRITTEN APPROVAL. ALL ACCESS OPENINGS SHALL BE • Q� Q F }
40 PVC FITTED WITH E-Z SET RISER ASSEMBLIES. SERVICE 7 ON- z
o FROM HOUSE ' _ m \ _ �� -I N = Z
DAVID BRANTLEY & SONS • ACCESS OPENINGS FOR THE RECIRCULATION CYLINDER U Z
III O - � 1,000 GALLONS SEPTIC TANK - I '• A a SHALL BE A 30-INCH OPENING AND FITTED WITH AN W Z -F 7
ST-502 OR APPROVED EQUAL \ E-Z SET 30-INCH RISER ASSEMBLY. TRAFFIC RATED I- W 0 Q o
°' TANKS SHALL HAVE CONCRETE RISERS. Z =2 >-W
3 EFFLUENT / (SEE D-102 FOR LU UQ W_CC 2
__ FILTER __� CONTINUATION) _ < Q
N 5. ALL JOINTS (TOP-SEAM) SHALL BE SEALED USING I-• MtY �I- X
c FILTER CONCRETE SEALANTS BUTYL SEALANT # CS-102 N o7 LL Q CY
SERVICE MEETING ASTM C-990. W 'n7 W 7
0 HANDLE Z J i G
0 24"0 E-Z SET RISER W/COVER 6. TANKS SHALL BE LEAK-TESTED PRIOR TO SYSTEM = O N
(TYP. UNLESS OTHERWISE NOTED) START UP BY APPLYING A VACUUM OF 4-INCHES OF Y N tit
IF BELOW DRIVEWAY OR PARKING LOT THEN MERCURY WITH RISER ASSEMBLIES IN PLACE OR WITH O
0 USE ONLY H-20 TRAFFIC RATED DEVICES APPROVAL BY E-Z TREAT, A 24-HOUR STATIC WATER
rn J TEST, IN ACCORDANCE WITH ASTM STANDARDS.
Q
°c 7.
CONJUNCTION WITHNTHE SE AZLTREAT S SYSTEM WITHOUT 0 O
NOT USED IN 0 O N
108" PRIOR WRITTEN APPROVAL BY E-Z TREAT. O N
co O
O 8. ALL PIPE PENETRATIONS THROUGH PRECAST U CO g H M
W CAST A�SEALE NKS 402SHALL RUBBERE BOOTSS-SEAL AND GROUTED. CO O Q O
0
CL
z 1 PROPOSED SEPTIC TANK 9. THE FILTER POD INVERT OUT SHALL BE A MINIMUM 0 0
0
OF 6" ABOVE THE INVERT IN OF THE RECIRCULATION u,, iCO n
E (-1 0) NTS TANK OR 1/4-INCH PER FOOT SLOPE, WHICHEVER IS W M N ,..0
co
d,
-E 24 0 E-Z SET RISER GREATER. F- n Q
0 W/COVER (TYP. UNLESS 10. CONTRACTOR MAY USE LARGER TANKS. N Z `�
PRECAST OTHERWISE NOTED) tli Q O °i
o CONCRETEL
11. MAXIMUM COVER OVER NON H-20 TANKS SHALL BE Z Z m tY °'
'DONUT' OPTIONAL n NOTE: HELD VERIFY PRIOR M1 ,--, 30" OR AS SPECIFIED BY MANUFACTURER. Q -J NI Q ..
TO ORDERING RISERS -r J O V
ID 3 ; WATER TIGHT SEAL 12. SYSTEM INFLUENT SAMPLE SHOULD BE TAKEN FROM W IX X = LL
t ON RISER ASSEMBLY INLET TEE IN SEPTIC TANK RISER I- 0 m Et rn
i" GROUND EL ±3440'•
U . /�I/I O = O '
co !JIiJ
N - �` 13. LENGTH, WIDTH, AND DEPTH OF TANKS WILL VARY d• 4 PVC �✓ `• TE VALVES ______ PER MANUFACTURER. ti•
to
VC
U NLat LINE FROM E-ZPTREATCTEEULATION 14. MAY USE COMBINATION SEPTIC TANKS AND VRECIRCULATION TANKS RATHER THAN SEPARATE IF >o • _ a -4•VENT��- ►`4`SCH. NECESSARY OR DESIRED BY OWNER. U U CL J
-
C-. !%40 PVC 15. IN AREAS WITH LOW ALKALINITY WATER, INSTALL ±55 o O W
E. ' I (SEE D-102 FOR LBS. OF MARBLE ROCK (1"-3" DIAMETER) IN Lc) 2I-
NV. IN . 24"x24" MESH BAGS. USE 1 BAG PER E-Z TREAT -
C MIN. 18" BELOW LOWEST WATER LINE INV. OUT CONTINUATION) POD. PLACE MARBLE ABOVE "BEAD" PILLOWS.
a) F.F.E. WITH WATER FIXTURE _
E o I- 1"-2" BELOW INVERT IN
CAST-A-SEAL 402 w o-a
> RUBBER BOOT A 4" SCH 40 PVC o
c (TYp) PROP TEE (TYP.) • o I CAST-A-SEAL w
a 402 RUBBER
Y IN — `) 7 ....
l BOOT (TYP.) �7^-'-� CA
^�
0 _�,— hII
0.1 �L/
Q * CONFIRM SIMTECH STF 110
3 SERIES, POLYLOCK PL-122
o �- OR ENGINEERS APPROVED .ry
gN a _J 3"EQUAL IS INSTALLED ```,+� i+ ��,I + U
N 12' a t, O< O 0
MIN. (TYP.) Q+ -�� i U C7
0 F
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a ALL TANKS REQUIRE A 6" ' -
TYPICAL
STONE BEDDING sEA
- 17069 : .�=
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