NCG551823_Application_20240827

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ROY COOPER
Governor- � j ±,F�`
ELIZABETH S.BISER •4'^:°"'" •
Secretary �'
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
August 27, 2024
Jack Teasley
112 Breedlove Ave
Durham, NC 27703
Subject: Permit Application
Application No. NCG551823
112 Breedlove Ave
Durham County
Dear Applicant:
The Water Quality Permitting Section acknowledges receipt of your application for a new NPDES WW permit, including
supporting documentation and your check number 11825 in the amount of$60.00 as payment of the application fee.
These items were received in our offices on August 27, 2024. Your application will be assigned to a permit writer within
the Section's NPDES WW permitting branch.The permit writer will contact you if additional information is required to
complete evaluation of your application. Your timely and direct response to any such request will help to expedite the
review process. Please note that acceptance of the application does not guarantee a NPDES permit will be issued for the
proposed activity. A permit will only be issued following a complete review of the application, concluding the proposed
discharge is allowable per applicable statutes and rules.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://www.deq.nc.Rov/permits-rules/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Siruerely
4
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Kevin D. Davidson, P.E.-AWT
ec: WQPS Laserfiche File w/application
D E C .� North Carolina Department of Environmental Quality I Division of Water Resources
�/y� Raleigh Regional Office 13800 Barrett Drive I Raleigh.North Carolina 27609
borer Mira.eN /" 919.7914200

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Engineers and Soil Scientists -�4?
Agri-Waste Technology,Inc. �if 1 0.a •1 a
501 N Salem Street,Suite 203,Apex,NC 27502
agriwaste.com I 919.859.0669 rs'1�fLy
Uj August 14, 2024
Mr. Charles Weaver
NPDES Permitting Program
Division of Water Quality RECEIVEp
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
AUG 2 7 2024
RE: Application for Coverage under General Permit and
NCDEQ/®WR/��pES
Authorization to Construct—Teasley Residence
112 (formerly 204)Breedlove Ave,Durham,NC 27703
Dear Mr. Weaver,
Enclosed please find information supporting an application for a discharge system for a 3-
Bedroom Single Family Residence(SFR) located in Durham County,North Carolina. The
proposed system will include the existing septic tank and sand filter discharge system currently
serving the residence, and will incorporate new chlorination and dechlorination treatment stages.
The existing system is sized for 3 bedrooms at 360 gallons/day. The residence is located at 112
(formerly 204)Breedlove Ave, Durham,NC 27703.
The following information is included with this letter:
Notice of Intent(NCG550000). Attachment A
$60 check payable to North Carolina DENR.
Documentation from Durham County Department of Public Health Attachment B
- Letter requesting Coverage under the General Permit. Attachment C
- Letter requesting Authorization to Construct. Attachment D
Soils Evaluation Report by Chris McGee, L.S.S. of AWT, Inc. Attachment E
- Correspondence from USGS. Attachment F
Flow Path to"Blue Line" Water Feature& Drainage Easements. Attachment G
Information on Connecting to Regional Sewer. Attachment H
Engineering Alternatives Analysis(EAA). Attachment I
Local Government Review Forms. Attachment J
Plans and Specifications for the Proposed System. Attachment K

The system discharges directly into a drainage feature on the subject property. The flow
path has been included as part of this package in Attachment G. The discharge system
will utilize the following components:
- Existing Septic Tank with New Effluent Filter
Existing Sand Filter
Chlorinator, Contact Chamber, and Dechlorinator
Discharge Point with Rip-Rap
Flow Path to"Blue Line" Water Feature
The proposed discharge location is into an existing drainage feature on the subject
property. The discharged effluent flows onto two neighbor lots before converging with an
existing permitted flow path that eventually converges with Little Lick Creek. A map
showing the flow path from the discharge point can be seen in Attachment G. Drainage
Easement Agreements granted by both neighbors can also be found in Attachment G. The
latitudinal and longitudinal information presented below is the approximate location of
the confluence of the flow path with Little Lick Creek.
Receiving Stream Little Lick Creek
Stream Index 27-9-(0.5)
Stream Class WS-IV;NSW
Latitude 35.983°
Longitude -78.8824°
Notice of Intent
As part of the Notice of Intent, the feasibility of alternatives to discharging must be
addressed. The following alternatives are to be evaluated:
Connection to a regional or municipal sewer collection system.
Letter from the local or county health department describing the suitability
or non-suitability of the site for all types of wastewater ground adsorption
and innovative non-discharge systems, as well as documenting the repair
potential of the failed system.
Investigate land application such as spray irrigation or drip irrigation.
Connection to a Regional or Municipal Sewer Collection System
Connection to a sewer collection system is not feasible for this facility. City of Durham
Public Works indicated that the closest water and sewer connection is 970 feet away at
the corner of Clayton Rd. and Breedlove Ave. (Attachment H). At an estimate of$150/ft,
a sewer extension would cost over $145,500. There are no plans for the city to extend
sewer to this area.

Letter from the local or county health department describing the suitability or non-
suitability of the site for all types of wastewater ground adsorption and innovative
non-discharge systems. Document the repair potential of the failed system.
Durham County Department of Public Health deemed the site unsuitable for a ground
absorption sewage disposal system in a letter dated August 6, 1992. The letter is included
(Attachment B).
Investigate Land Application such as spray irrigation or drip irrigation.
Per the soil evaluation by Chris McGee, L.S.S. of Agri-Waste Technology, Inc., the soils
on the subject property are unsuitable for conventional and alternative subsurface
wastewater systems due to unsuitable soil depth and available space. Surface
application/irrigation systems do not qualify for this lot due to insufficient space based on
required setbacks, slope, and depth to restrictive features limiting soil water movement
(Attachment E).
7Q10 Flow Estimate
The United States Geological Survey (USGS) was contacted to determine the 7Q10 flow
estimate for the proposed wastewater discharge point. The proposed discharge point is to
a drainage feature on the subject property. The request was denied because the site is in
the Triassic Basin and would require a drainage area of 45 square miles for a non-zero
7Q10 flow report. The response from USGS indicates the 7Q10 discharge for the point in
question is likely zero, or less than minimal flow(Attachment F).
Engineering Alternatives Analysis
An Engineering Alternatives Analysis (EAA) has been completed for this site and
is included as Attachment I. In my opinion, the completed EAA demonstrates
that a wastewater treatment system permitted under the NCG550000 General
Discharge Permit is the only feasible option for this site. We have exhausted all
other options for this site as follows:
a.) connection to a municipal or regional sewer collection system
- Not feasible due to costs.
b.) subsurface disposal
- Inadequate soil for a subsurface absorption system.
c.) single-family residence wastewater irrigation (drip and spray)
- Inadequate soil and insufficient space for a non-discharge
ground absorption system.
d.) reclaimed-water systems
- Inadequate soil and not feasible due to fill soil costs for a
reclaimed water system. No reasonable ability to operate
as a bulk distributor of reclaimed water.
e.) Any viable combination of the above
- There are no viable combinations of the above due to soil
and cost limitations.

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

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

Attachment A
Notice of Intent(NCG550000)

National Pollutant Discharge Elimination System FOR AGENCY USE ONLY
(NPDES)
Date Received
Division of Water Resources
Application for SURFACE DISCHARGE Year Month Day
Environmental Certificate of Coverage(COC)Under
Quality
General Permit NCG550000 Certificate of Coverage(COC)
For Single-Family Residences and Similar Discharges N C G 5 5
100%-domestic wastewater-<_1,000 gallons per day Check# Amount
Assigned to:
The Division of Water Resources will not accept an application package unless all instructions are followed.
Failure to submit all required items may result in the application being returned. For more information, visit
the Water Quality Permitting Section's NPDES Permitting Unit website. (Press TAB to navigate form)
1. Regional Office Contact: Please contact your DWR Regional Office before submitting this
application. If you have not met with your appropriate DWR Regional Office Representative,the
application will be returned.
Please list the DWR Regional Office representative(s)with whom you have discussed this project:
Name(s): Jesse Barnes Date: 08/02/2024
2. Owner's Contact Information:
Applicant Type: ❑ Individual ®Corporation ❑ Partnership
Owner Name and Title: Jack Teasley,Owner
Street Address: 112 Breedlove Ave
City: Durham State: NC Zip: 27703
Telephone#(H): Telephone#(W):
Cell/Mobile#: [phone] Email: [e-mail]
3. Location of Facility Producing the Discharge: Please list the address of the facility.If facility is not yet
constructed,give street address or lot number.
Street Address: 112 Breedlove Ave
City: Durham State: NC Zip: 27703
County: Durham
Telephone#: Cell/Mobile#: [phone]
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).
From NCDEO Regional Office,get on I-440 W and take US-70 W to S.Mineral Springs Rd,/Sherron Rd
for 14 mi.Follow S.Mineral Springs Rd to NC-98 W for 3 miles,turn left onto NC-98 W then turn right
onto Breedlove Ave.
Page 1 of 7 Revised:A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage(COC)and/or Authorization to Construct(ATC)
under General-Permit NCG5.50000
5. Describe the nature of the project. ["New"means has not yet been physically constructed,"existing"
means system already physically exists.Please see 15A NCAC 02H .0103(11) for further clarification].
❑ Installation of a New Wastewater Treatment System(Ifyes, skip to Number 9.)
❑ Expansion of an Existing Wastewater Treatment System(for example,adding bedrooms) (Ifyes,
skip to Number 9.)
® Replacement of an Existing Wastewater Treatment System(Ifyes,go to Number 6.)
6. Describe the Existing Wastewater Treatment System:
❑ Conventional Septic Tank/Leach-field—Discharge to Sub-Surface Soils.If previously permitted,
please attach a copy of the permit or enter the permit number(original permit not found).
If you are not aware of an existing permit,check here. El
® Sandfilter—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 enter the permit number. If you are not
aware of an existing permit,check here. El
❑ Filter Media System(Pod System)—Discharge to Surface Waters [or other,as defined 15A NCAC
02H.0103(11)]. If previously
( )J. p ous y permitted,please attach a copyof thepermit or the permit number.
If you are not aware of an existing permit,check here. ❑
D Other:
❑ Check here if submitting proposal for a new system or if no treatment system exists.
7. Check all EXISTING wastewater treatment components:
[Si Septic tank E Dosing tank ❑ UV disinfection
® Primary sand filter ❑ Secondary sand filter ❑ Recirculating sand filter(s)
❑Chlorination ❑ Dechlorination ® Other components: Corrugated Discharge Pipe
❑ 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)
- Commercial: How many employees?(25 gpd/person)
c) Is your existing treatment system failing? Yes ❑ No
Page 2 of 7 Revised:A. Orlando NPDES 21Sep12017

Application for Certificate of Coverage (COC)and/or Authorization to Construct(ATC)
under General-Permit NCG550000
d) Has the Health Department formally condemned your existing system
"unsuitable for repair?" Yes ® No ❑
x 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]:Durham County
Department of Public Health, 08/06/1992
If previously permitted[local,county,or state],provide permit number and date issued[attach
copy, if available]: No Discharge Permit or Septic Tank Permit Found.
9. Check all PROPOSED new system components
® Septic tank [' Dosing tank ❑ UV disinfection:
Primary sand filter ❑ Secondary sand filter ❑ Recirculating sand filter(s)
®Chlorination ®Dechlorination ® Other components: Contact Chamber
D Self-Contained POD system
Post Aeration (specify type) Riprap at discharge
® Proposed Modifications to Existing Treatment System-Explain in detail the nature of the
modification.Attach all site maps,plans and specifications,signed by an NC Certified Engineer.
If prepared by others,plans must conform to 15A NCAC 02H .0139.
❑ Proposed New Treatment System for Surface Discharge(not constructed)-Attach all site maps,
plans and specifications,to be signed by an NC Certified Engineer. If prepared by others,plans
must conform to 15A NCAC 02H .0139.
Expanding Flow?-Do you propose to increase permitted or existing flow? ❑ Yes ® No
Provide details of the Proposed NEW Discharge[Flow and Source Water]:
❑ Check if same as 6.
Existing:Amount of wastewater currently discharged: Number of bedrooms 3 x 120 gallons per
bedroom= 360 gallons per day to be permitted(design flow)
Expanding: Amount of wastewater proposed to be discharged:Number of bedrooms x
120 gallons per bedroom= gallons per day to be permitted(design flow
10. Evaluate Alternatives to Discharge to Waters of the State.Please address the feasibility of
discharge alternatives as instructed in the NCDEQ Engineering Alternatives Analysis(EAA)
Guidance Document found here. (Note:Evaluation for endangered species is not required)
a) Connection to an Existing Wastewater Treatment System-Provide the distance
to the nearest connection,such as a regional or municipal sewer system,and the
estimated cost per foot to connect including fees. -970 ft with a cost of
$150/foot($145,500)+additional costs for design,permitting,and tap fees.
Page 3 of 7 Revised:A. Orlando NPDES 21 Sept2017

Application for Certificate of Coverage(COC)and/or Authorization to Construct(ATC)
under General-Permit NCG550000
b) Land Application—Assess the land application disposal alternatives such as spray
irrigation,drip irrigation, individual/community onsite subsurface systems,and/or
innovative ground-absorption. Questions to consider:
(1) Are on-site soils suitable for land application? Yes ❑ No
(2) Is there sufficient area on-site? Yes ❑ No
c) Wastewater Reuse—Evaluate reusing all or a portion of the wastewater
generated, such as for golf course irrigation,crop irrigation(e.g.,hardwood or
pine plantation,grasses), athletic field irrigation,landscape uses,and/or
commercial/industrial uses.Not feasible.
d) On-Site Soil Evaluation—Submit an evaluation of the soils on-site,
documented by a certified report from a NC Professional Soil Scientist,or by
your local or county health department report(if available).Provided.
e) Cost of Alternatives—Provide an estimation of the cost of each discharge
alternative or combination of alternatives.Provided.
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.
WS-IV; NSW(Stream Index 27-9-(0.5))
b) Is it a High-Quality Water?If so,check if it is by definition or by designation?In order to check
this,ask the Planning Unit.No.
c) Map-Provide a map locating the nearest downstream waters-of-the-State(i.e.where the effluent
reaches an unnamed tributary,creek,stream,river,or lake via any surface-water conveyance).
Provided.
d) Site Evaluation-Contact DEQ's local Regional Office for a site evaluation to confirm the
proposed discharge flow path to the nearest waters-of-the-State.The wastewater/stream
confluence and stream class must be verified in the field by DEQ's Regional Staff. Please list the
Regional Office staff member you contacted for the inspection.Jesse Barnes
e) Flow Path-Display graphically the flow path of the discharge to the nearest surface Waters of
the State. Document any potential hydrologic trespass or right-of-way infringement on any
neighboring property(i.e.note all properties encountered prior to reaching waters-of-the-State).
Provided.
f) 7Q10/30Q2 Estimate-Contact USGS J. Curtis Weaver(919-571-4043)to provide the estimated
7Q10 and 30Q2 stream-flow estimates for the first downstream point-of-contact with waters-of-
the-State. Provided.
Page 4 of 7 Revised:A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage(COC) and/or Authorization to Construct(ATC)
under General-Permit NCG550000
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.
Page 5 of 7 Revised.A. Orlando NPDES 21Sept201 7

Application for Certificate of Coverage (COC) and/or Authorization to Construct(ATC)
under General-Permit NCG550000
*******************************************************************************
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: Jack Teasley
Title: Owner
(Please review 15A NCAC 02H .0106(e) for definition of authorized signing officials)
(Signature of Applicant) (Date Signed)
Page 6 of 7 Revised:A. Orlando NPDES 21Sept2017

Application for Certificate of Coverage(COC) and/or Authorization to Construct(ATC)
under General-Permit NCG550000
NOTE: Treatment System Maintenance is Required-Upon receiving a Certificate of
Coverage/Authorization to Construct(COC/ATC),the Division recommends that the Permittee solicit
manufacturer-certified training,or solicit a qualified contractor or service to regularly inspect and
maintain this treatment system.The Permittee is responsible under this COC/ATC to maintain all
components of the approved treatment system,designed to meet Surface Water Quality Standards [see
attached Operation and Maintenance Agreement].
Compliance duties include:
• paying your annual fee [due on the anniversary of COC/ATC effective date],
• following the manufacturer's guidelines,
• conducting and documenting inspections,in compliance with General Permit NCG550000,
• establishing sources for OEM spare parts and supplies,
• taking discharge samples for analysis,and logging the results,
• making necessary repairs,documenting said maintenance in logs,and
• keeping logs onsite for the life of the permit,available for DWR inspection.
North Carolina General Statute&143-215.6B provides that:
Any person who knowingly makes any false statement representation,or certification in any application,record,
report,plan,or other document filed or required to be maintained under this Article or a rile 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 7 of 7 Revised:A. Orlando NPDES 21Sept2017

Attachment B
Documentation From Durham County Department of Public Health

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COUNTY OF DURIIAM
HEALTH DEPARTMENT
August 6, 1992
•
Mr. Arthur Mouberry, Regional Supervisor
Division of Environmental Management
3800 Barrett Drive
Suite 101
Raleigh, North Carolina 27609
Ref: 204 Breedlove Ave.
Dear Mr. Mouberry:
The Durham County Health Department has determined the above
referenced property is served by a septic tank and a discharging sand-
filter sewage system. The site and soil characteristics identified on
the property do not meet the requirements of 15A NCAC 18A Section
.1900, therefore, no permit may be issued to convert the existing
sandfilter system to a ground absorption sewage disposal system.
Should you have any questions concerning this matter, please feel
free to contact me at 560-7800.
Sincerely,
Michael J. Mylett
Env. Health Specialist Intern
Env. Health Division
Durham County Health Department
MJM/css
414 E.Main Street,Durham,NC 27701 919-560-7600
Equal Employment/Affrmauve Action Employer

. = Page 4 of 5
. SITEJSarL EVALUATION •
•
- FOR
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SAxITARY SEUACE SYSTEM
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ADORESS: �b 4 B e G-?€ pe'e- PROPERTY IOEHTIFICATION NO.:
COUNTY: 60ia.*4A./ -t • PROPERTY SIZE: PROPOSED FACILITY:
LOCATION OF SITE: ZO 4 .{ie>t f)C.JDtI-c-
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Page 5 of 5
•
Repair'Area Required? PUT / ) f-s i2 w1 I R 7-E71)
Sufficient Space for Requested Installation? I"C=1
Possible Site Modifications:
Alternatives Which May Be Available .._(also see page 3, paragraph 3) -
/JOiUc
Site C1aaifiratinn Reasons for Denial of Improvements.Pe. ait:
/ At so"c.s A 1 Exp� i'E N
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L. 1it , *OcAkC ] g4. 1. 1(191
•
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Date of Site an it 1 n -
•
Signed: . /l
County al
Effective:_ November 19, 1991
Revised: January 15, 1992
•

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Reports Page 1 of 1
City of Durham, NC •
Tax Parcel Report
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•
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Quick Information
PIN Number: 0841-04-93-2960 Parcel ID: 158990
Acreage: 0.77300000 Land Use: RES/ 1-FAMILY
Deed Book: 0380 Deed Page:0135
Plat Book: 000000 ,/a t Page: 000000
Subdivision: N/A- NO SUBDIVISION Site Address:394 BREEDLOVE AVE
Owner Name: TEASLEY JACK R Owner Address: 112 BREEDLOVE AVE
DURHAM , NC, 27703-3502
http://gisweb.durhamnc.gov/GoMaps/reports/report.cfin?CFID=96765&CFTOKEN=7796... 9/30/2010

•
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l/ P ill
eEmitPAACE
THE UNDERSIGNED OWNER OF THE PROPERTY LYING wI,MW THE ACT 15 $11 PH'96
ATTACHED PLAT AND SUSOMSION HERESY CERTIFIES THAT NE
ORDERTHAT ALL MAGIC lNE ANDPR:VA OF IIE 91IREEEETB,D PLATTING
AND AND RUIN C.fARRETf
REAS so OES,G,NTED*PUA SAID PLAT ARE HERESY DEDICATED REGISTE��,:F nrf.S
FOR SAGA USE 'OU I i,i,,Pie
•
Dil•Ib� ,r.OYMER '� �. .
NORTH CAROLINA—DURHAM COUNTY %
T,..atesernL..s..asesen Nair,Pubis do �y
sls
hereby certify thRt ...Htaibiy.3.... `�,•PennnSlly A!1,^.E➢re•t �
day and.-t:Anmbd•ee before me Ale 8 e xc x9h•a'..L 1 re ded before
Al t.r e 44.
Mine:,r•E.hand Aral no:ar:al zeal,tlii....1,{.•• ICJ
v of SkRT• • 1" Qb
.le
commission expires: 0
NOTARY e
Notary Pobife en.. Z �i8
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.11
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p /
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, Hobart E.Matcher prapertY �/ \ 0.495 p.„, i r,
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\ 19,424q.R. S
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1. A"'�
Jack R.T►aaNY property 8i4 O y,",D.e b ns� ,J
_ 013.380-135 Pit, TNf Padsg.TpeM
(1eM01•ae 11HMIaad
A NON(teethe RMk we b ONIEPEMI 09...eY 3g'taml _
uIN mM / �� NTa°1259'W
0. I
Mebcb• � a -- `mNa°°ur` VkOleta pg.eaeli°prey
Tool T FUII%F propartY
PEL52-63
I AIMS 9, DO meet.,CERTIFY THAT THIS MAP 1a THE nesse,or Tit
`
eLoAu I ki x M^o' i�R ocR IsloN rM Roe of S:l:ti PLAT HAS BEER CERTIFIED DU FDA�AtD eWri I ' T R CORD A7iON BY THe.CITY OF DURHAM nonconformhp and unbendable lore and may be
IS rROPERTY LIES ENTIRELY W DN ANOANLAA,Ferri Tb AND"NAT THIS ]t 'T l Note, tote Ir @>0 3 Oh Y A � ,T,N
THIS
WAS PRbAEo INACOORDANCE mini OS, > O MENDED.' " F \G DRP �'�` - �� N y v: d DoNunanon wan adjacent properties.
wITNEae MY NAND AND SEAL THIS -DAY Of_sa ri , ,sJal.. IN
"�"..
•
r.
Reel STERED LADS suevret fD• L•we. g„ pA�'a FR�� °iTT^ RErERENCES SOUTHEASTERN SURVEYS Inc.
APPROVAL VOID LEGEND tat mop 597-2-4
NORTH CAROLINA - CORIUM COUNTY DATE a/ ..
G. low NOTARY PDBLIC DO DERUY CERTIFY 15Cr • IRON STAKE FOUND De.392-e5R "� DURHAM, NORTH CAROLINA
I' �B� 0 IRON STARE SET pg.99-Ian
MmE4 rt.9,1semI ,SURVIro0,PERSONALLY APPEARED BEFORE ME THIS DAY '
AND ACIOIOWLEDOED THE OUR EXECUTION Or THE r0REOO1ND PUT. O CONCRETE MONUMENT FOUND Oftttll•aneD
WITNESS MY DARE AND NOTARIAL 9GL.THIS_i,t_DAY or e.rT. ,a-aI.__. ® CONCRETE MONUMENT SET ` o$, 69 Property Of
"��QM�M��IS�ION,r I a b fiM •L-11L1 �% NOTAR t Tool
A1P ....`-.tQ'• NOTARY Pueuc _
•« e� z, Virginia T. Teasley
00 0 00 a0 �,p,.'°tI6 IG , S 'sF�'t l$T �1 FSfi;JHNV�.``' DEE Srow Th.be Wilms CIAN6 North atonno
GRAPHIC SCALE IN FEET CON
Date•Sept.24,1118E JScala• r""0o' 'Job No. 85421

1
}IORTN u —DO
MAIN deed COUNTY Thisdrawn by CLAUDE BITTLE Attorney w 135
S 0EE0.Rude thla 25th o.,Of August IS.71...,by
HELEN H. WOODS GRIFFIN (WIDOW)
,Grantee.
p JACK R. TEASLEY and wife,
BETTY ANN R. TEASLEY ,orant.r:
NESSETN:That(he Grantors.In consideration o1 Ten Dollars and other value*.considerations to them Mid by the Grantee.the receipt of which Is hereby '
bnowledped.have bargained and sold,and by these Dreeenla do want,baargain,sell and Canvey unto the Grease,.their heirs,Or successes and assigns,
.Illpancelb)of land In Durham County,North Carolina M Oak GSave Township,more paylculaM described as follows:
BEGINNING at a stake in the east side of Breedlove Avenue approximately 640
feet in a northeasterly direction from the northeast corner of the intersection
IIIIIIII(ll ;of Wake Forest Highway and Breedlove Avenue at the southwest corner of the
property formerly owned by Erwin H. Herndon, as shown in Plat Book 32 at page
:x o '' 130 in the office of the Register of Deeds of Durham County, and running thence
:°f=° o along and with the east side of said Breedlove Avenue south 15° 44' west 100 .
w d Eli feet to a stake; thence south 72° 03' east 200 feet to a stake; thence north.
-x —• 33°O1' east 103.52 feet to a stake; thence north 72° 03' west 230.7 feet to
ccUJ lit a stake, the place of beginning, and being the property of A. B. THOMAS, as
y`�, per plat and survey thereof on file in the office of the Register of Deeds
of Durham County in Plat Book 43 at'page 47, to which reference is hereby
((,� ): 6 made for a more particular description.
�� c t
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V
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1 3 6 9 Z D 1
Atenua
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376 197
T Is proberM was conveyed t0 Grantors by dew recorded In Deed Sook....279 Page 314 Durham County Registry.
T HAVE AND TO NOLO the efor.asld aarc.l(s)of land and all prlvlleees end appurtenances Ihsreunlo belonging to the said Grantees.their helm,or succsalorl, •
a assigns forever.
A the said Gramma for themaeWes.their hairs,anscidors end adminlatratora,covenant with the Grantees,their heirs,er successors,and assigns that they are seised of
se d premises In the end have the right to convey the same in fse simple;that the lawn are ken from°ncumbraneea°ace tt as set forth In this Insimmant:end that they
wl 1 warrant and defend the tittle the same against the claims or all persona whomsoever.
!Cj - The plural number as used herein shag wally Include the singular.
f'�!•" • IN TESTIMONY WHEREOF.the maid Grantors have hereunto sal their hands and seals the day and year first shove written.
• NOTA�IT.IsAL SEAL HERE. y>�� � //� /i�'/�/7[/L-�^i
[•O`'•.; • ✓�•^4ti .'1.... fl ..,11/f i7/ MEAL)
- .• '•;,t'• •%• • (SEAL)
{' t:•PPe+ 1— _'5:.1_'I' (SEAL)
A a.
•
CT AU'R 4{G (SEAL)
• • NORTH,�CC�A,�R•�O�`LINA- RNAA*COU Y
�. ".6°' `•,'.• • I,.f1(i4.(r tot$i. •..4 .. a Notary Public.do hereby certify that
'NOTARIAL SEAL HERE .Helen H. ods riffin (Widow) .Wanton
•
•• ssch personally'a5Msrsd before me this_day sadd�seknowleeped the dus.vacdlllontrrof the.f19gsgomp deed. /y
• Witness my h•
and end nptarrsl.eel.this• 3. day of..jai {4. is.71..
(W NOi�Rv> 47i, .
•
•
REDUiRED � ., .,,,
Notary Public' My commission expires.. 7 ig.7e...
t NORTH CAROLINA—DURNAM COUNTY
• 1 •Notary Public,dobeRity thin
•} •
. •
Mrwnally apMar•0 before me thisdayand Wisp duly sworn stied a that In his prepreenedssn
signed or acknowledged the execution of the foregoing deed of conveyance.
p r� FDI L F D 3 Witness my hand and notarial seal.MIs day of 1S
COOKge) FAC;E/`� IS�GNniURE
n EDUinEO
pus 31 3 0e •— My commission expirestS NotaryPualo
j..�.a I`-S`'Ali STATE OF NORTH CAROLIN, �! TY OF D RN 7�//J� • ,q �� /1
REC;S;ER OF OEEOS inslaepanpcenllicabol "V�� "'"e''C' •Notary PuaNa.N*'^Q"�.�.
DURH.:..+CCU UTYr N.C.county.N.c,is certified to be correct•
//^�•)
• This ..3, day of / 10 71
j DO NOT USE THIS SPACE Register of Deed.o1 Duman County.

Attachment C
Letter Requesting Coverage Under the General Permit

AWI"
Engineers and Soil Scientists
Agri-Waste Technology,Inc.
501 N Salem Street,Suite 203,Apex,NC 27502
agriwaste.com I 919.859.0669
August 14, 2024
Mr. Charles Weaver
NPDES Permitting Program
Division of Water Quality
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
RE: Letter Requesting Coverage under the General Permit - Teasley Residence
112 (formerly 204) Breedlove Ave, Durham, NC 27703
Dear Mr. Weaver,
Please consider this letter as a request for coverage under the General Permit for a Sand
Filter Discharge System. The proposed discharge system is for a 3-Bedroom Single
Family Residence (SFR) located in Durham County, North Carolina. The proposed
discharge system will incorporate chlorination and dechlorination into the existing sand
filter discharge system that currently serves the residence. The system is designed to
accommodate 3 bedrooms at 360 gallons/day. The residence is located at 112 (formerly
204)Breedlove Ave, Durham, NC 27703. Thank you for your assistance in this matter.
Sincerely,
Kevin D. Davidson, P.E.
V.P. of Engineering

Attachment D
Letter Requesting Authorization to Construct

Engineers and Soil Scientists
Agri-Waste Technology,Inc.
501 N Salem Street,Suite 203.Apex.NC 27502
agriwaste.com I 919.859.0669
August 14, 2024
Mr. Charles Weaver
NPDES Permitting Program
Division of Water Quality
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
RE: Letter Requesting Authorization to Construct—Teasley Residence
112(formerly 204)Breedlove Ave,Durham,NC 27703
Dear Mr. Weaver,
Please consider this letter as a request for Authorization to Construct a Sand Filter
Discharge System. The proposed discharge system is for a 3-Bedroom Single Family
Residence (SFR) located in Durham County, North Carolina. The proposed discharge
system will incorporate chlorination and dechlorination into the existing sand filter
discharge system that currently serves the residence. The system is designed to
accommodate 3 bedrooms at 360 gallons/day. The residence is located at 112 (formerly
204) Breedlove Ave, Durham,NC 27703. Thank you for your assistance in this matter
Thank you for your assistance in this matter.
Sincerely,
Kevin D. Davidson, P.E.
V.P. of Engineering

Attachment E
Soils Evaluation Report

‘4.Stp SOIL SCE
AI A r )& 3V�t R-�trn-�-F �ylJJ,
V ti
�.eA t cz o
Engineers and Soil Scientists • - l .. .. ;
Agri-Waste Technology,Inc. Ail
501 N Salem Street,Suite 203,Apex,NC 27502 % 1324
agriwaste.com I 919.859.0669
A
August 16, 2024
Soils Evaluation Summary
TO: Jack Teasley, Client
FROM: Chris McGee, L.S.S.
SUBJECT: Soils Evaluation for 112 (formerly 204)Breedlove Ave, Durham,NC 27703
(Durham County)
Agri-Waste Technology, Inc. (AWT)was contracted to perform a soils and site evaluation for
the purpose of on-site wastewater system suitability at the subject property in Durham,NC. The
evaluation was performed by Chris McGee, L.S.S. of AWT. The single-family residence is
served by an existing sand filter discharge system located on the property. The lot has been
evaluated by Durham County Department of Public Health and deemed to be unsuitable for any
subsurface on-site wastewater system option.
The soils on the subject properties are unsuitable for conventional and alternative subsurface
wastewater systems due to unsuitable soil depth and available space. Surface
application/irrigation systems do not qualify for this lot due to insufficient space based on
required setbacks, slope, and depth to restrictive features limiting soil water movement.
Therefore,the property does not comply with the requirements of 15A NCAC 18E Section
.1000—Wastewater Treatment and Dispersal Systems -or- 15A NCAC 02T Section .0600—SFR
Wastewater Irrigation Systems. The site is a likely candidate for a surface water discharge
system.
Please contact us with any questions, concerns, or comments.
Sincerely,
/1*
Christopher E. McGee,L.S.S.

Attachment F
1. Correspondence from USGS
2. Stream Classification

FW: Low-flow request denied
Albertin, Klaus P <[e-mail]>
Tue 7/9/2024 12:07 PM
To:Julie Davidson <[e-mail]>
Klaus Albertin
Water Resources Engineer,P.H.,CFPM
Chair,North Carolina Drought Management Advisory Council
Division of Water Resources
North Carolina Department of Environmental Quality
Phone [phone]
Email [e-mail]
512 N.Salisbury Street
1611 Mail Service Center
Raleigh,NC 27699
From:Albertin, Klaus P<[e-mail]>
Sent:Tuesday,July 9, 2024 12:06 PM
To:[e-mail]
Cc:Weaver,John C<[e-mail]>;Albertin, Klaus P<[e-mail]>; Kebede,Adugna
<[e-mail]>; Montebello, Michael J <[e-mail]>; Denard, Derek
<[e-mail]>; Dowden, Doug<[e-mail]>; Litzenberger, Kristin S
<Kristin.Litzenberger@ deq.nc.gov>
Subject: Low-flow request denied
Importance: Low
Your request has been denied for the following reason:Site is in the Triassic Basin and would require a drainage area of 45 sq mi for a nen-
zero 7Q10 and 13 sq mi for a non-zero 30Q2.
Request ID:345
Requestor:Jack Teasley
Requestor e-mail:anonymous
Requestor Phone:[phone]
Local Government:
Public Water Supply:
Consultant:Agriwaste Technology,Inc.
Contact:Julie Davidson
Reason:Permit
River/Stream:Little Lick Creek
Drainage Area(sq.mi.):1.43
Latitude:35.98778
1/2

7/9/24, 12:08 PM Mail-Julie Davidson-Outlook
Longitude:-78.83150
Other Information:NCG550000 application for a Discharge Waste System
Statististics:["7Q10","30Q2"]
Denied by:Albertin,Klaus P
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an
authorized state official.
https://outlook.office.com/mail/inbox/id/AAQkAGESODAwZGVjLTgwZjMtNGQ4Yy1iYjY0LTZiNTc2MTBiNGQONAAQAIEPcMvGTnxEmrPcoUw165w%3D 2/2

Stream Classification
ArcGIS Web Map
x L -
''�, �.ry"A., = Y
3
Surface Water Classifications: Ell v x ^`" '
5 Q Zoom tc `z s ,
Sa
Stream Index: 27-9(0.5)
Stream Name: Little L ck Creek r - �n,
°.�-.. qt. '4 I.' b Ax
Descript on: From source to a point 0.4 mile r
r.,
upstream of Durham County SR
F
rar e" n
1811
-
6""4
44
A„ Classification: WS-IV;NSW 0
fi
Date of Class.: July 31,1998 ' ^44 s
What does this Class.mean? ""'••r- ,``
1 River Basin: Neusc
.•
•r,. e
{ rm way .n.. •Mw•�.r�
81l/�r
�rrB
Bns•eed
PMu5`we{•�w
••1
•' 7: i ce
7/12/2024,3:48:25 PM 1:10,511
0 SI 02 0.4m1
I y r . • I
0 015 0.3 06 km
NCDENR.DeWsian of Water Resources.Town of Cary.
County of Duman,.State of Nora,Caofina DOT,Emit
HERE Gars.INCREMENT P.IMem:ma USGS.MET,
NASA,EPA.USDA

Attachment G
1. Flow Path to "Blue Line" Water Feature
2. Drainage Easements

Flow Path to Classified Water
-\< . / ._, i__n_ _ 1 - \ / -.sax: -°
\ , 77-- 3.4-K0 Li \ \\_)-_-] ____ , _3._ _ rj f II ) j
___.........c_r , s„,..i\ ti Feldspar WEll
--A. ,..--A\
A ; M lif\ r\ i
t y y
. o _ + Flow path y
Converges with y Unnamed Tributary
Existing Permitted aiConverges with Little "" ---
Flow path y Lick Creek
r H .Okay gr - - y ,•
Discharge Point on
Subject Property Unnamed Tributary to 9 ._
I ' \ Little Lick Creek 9 I
---, uk-ii14-, %\
ikA
,,
4., _.-7---
.,,
_____
.__, „, ,
. , , ,_
,
I ti '
I 1
�� F ay yk�
{ � y
, a
`r 41
, ---... ^:-............5,1 \\,___,..., I 2 ''\, ,/ 1 i---rj 1- -
�spoaY Crg -....0/:,,„\ , a
R\\)------ , I_ ------ .
u
Stream Index: 27-9-(0.5)
Stream Name: Little Lick Creek
Stream Classification: WS-IV; NSW
Image Source: Durham Maps

Register of Deeds
Sharon A. Davis
Durham County, NC
07/30/2024 11:36:01 AM
BT: OPR B: 10145 P: 682 Pages: 4
EASEMENT - EASEMENT
Fee: $26.00 Excise Tax: $0.00
INSTRUMENT N2024104044
kwilliams
'WON BAIN:rill II I
DRAINAGE EASEMENT
Return to and Prepared By:Jack Teasley
112 Breedlove Ave,Durham,NC 27703
This DRAINAGE EASEMENT, made this the d J day off , 2024 is
hereby given by OSMAN E. VELASQUEZ FLORES AND HEYDIJ VALESSA
BANEGAS ZAMBRANO(Owner-206 Breedlove Ave(PIN:0841942010),hereinafter
referred to as GRANTOR,and the party hereto grants the following Drainage Easement
to the owner of 112 Breedlove Ave (PIN 0841932940) hereinafter referred to as
GRANTEE;
WITNESSETH:
WHEREAS, the GRANTOR listed above owns 206 Breedlove Ave, as shown
on a deed duly recorded in Deed Book 8744,Page 628, Durham County Registry, State
of North Carolina;
NOW, THEREFORE, for good and valuable consideration, receipt and
sufficiency of which are hereby acknowledged,the parties hereby agree as follows:
1) Description of Grant of Easement-Appurtenant: The GRANTOR does hereby
give, grant, quitclaim, and convey unto the GRANTEE, its successors and assigns, a
perpetual easement with the right to erect, construct, install, and prepare and thereafter
use,operate,maintain, inspect,repair,replace,and improve the treated effluent flow path
of a sewage disposal system over and across the Easement Area on the following land
owned by the GRANTOR. This Easement Area originates at the property line between
the subject properties and follows the existing drainage feature flow path.
2) Maintenance: Each party hereto is responsible for maintaining the easement area as
required by applicable law.
3)No Obstructions: The easement area shall not be obstructed in any manner that will
impair or impede the flow of draining waters over and through the easement area.
Page 1 of 4

2024104044 BT: OPR B: 10145 P: 683
07/30/2024 11:36:01 AM Page 2 of 4
4 ,
4)Indemnity:Each party hereto will indemnify,defend,and hold harmless the other for,
from, and against any and all claims suffered or incurred in connection with any alleged
bodily injury or property damage arising out of use or enjoyment of the Easement Areas,
unless caused by negligence or willful misconduct.
5)Successors and Assigns:This easement shall be binding on the successors and assigns
of the current owners, and this easement shall run with the land until terminated by a
writing executed by the then current owners of said tracts and recorded of record.
6) Amendment: This easement shall be amended only by a written and recorded
instrument signed by each party hereto or the then current owner of the Property and the
Easement.
7) Applicable Law: This Agreement shall be governed and construed pursuant to the
laws of the State of North Carolina without regard to principles of conflict of laws.
IN WITNESS WHEREOF, the parties hereto have set their hands and seals of
the day and the date first written above.
[Signature Pages and Notaries to f follow on separate sheets attached hereto]
Page 2 of 4

2024104044 BT: OPR B: 10145 P: 684
07/30/2024 11:36:01 AM Page 3 of 4
OSri.o. Ve_ka.S qLie2 (SEAL)
Grantor:Osman E.Velasquez Flores
STATE OF NORTH CAROLINA
COUNTY OF DURHAM
I certify that the following person(s) personally appeared before me this day and
acknowledged to me that he or she voluntarily signed the foregoing document(s) for the
purpose stated therein and in the capacity indicated:
Name of Principal: Osman E.Velasquez Flores
Date: 01125 flO7q
of blic
My Comm.Expires: Vt� ard� 1ync1U z !AAA
L
cirri / p� I �- Print4d Name of Notarypublic
(N.P. SEAL)
ALEJANDRA RODRIGUEZ MARTINEZ
Notary Public
Durham County,NC
Page 3 of 4

2024104044 BT: OPR B: 10145 P: 685
07/30/2024 11:36:01 AM Page 4 of 4
it. //v� (SEAL)
Grantor:frlieydi Valessa Ba gas Zambrano
STATE OF NORTH CAROLINA
COUNTY OF DURHAM
I certify that the following person(s) personally appeared before me this day and
acknowledged to me that he or she voluntarily signed the foregoing document(s) for the
purpose stated therein and in the capacity indicated:
Name of Principal:Heydi Valessa Banegas Zambrano
Date: Oj2 !c1 4b1 j��t��',F
Notary Pu• is My Comm.Expires: f I ci d Ykd, 7.�I frl V LL,
PPfevv1b1r o-l2UL7 PrintedName of Notary ublic
(N.P. SEAL)
ALEJANDRA RODRIGUEZ MARTINEZ
Notary Public
Durham County, NC
Page 4 of 4

Register of Deeds
Sharon A. Davis
Durham County, NC
07/30/2024 11:36:01 AM
BT: OPR B: 10145 P: 678 Pages: 4
EASEMENT - EASEMENT
Excise Tax:
' INSTRUMENT082024104043 $0.00
liams
'lII1WI:1012 1INEVi 1l111
DRAINAGE EASEMENT
Return to and Prepared By:Jack Teasley
112 Breedlove Ave,Durham,NC 27703
This DRAINAGE EASEMENT, made this the 27 day of ry ,.2024 is
hereby given by MARIA ISABEL MEDINA AND JOSE ALBERTO TREJO(Owner
—208 Breedlove Ave(PIN:0841933987),hereinafter referred to as GRANTOR,and the
party hereto grants the following Drainage Easement to the owner of 112 Breedlove Ave
(PIN 0841932940)hereinafter referred to as GRANTEE;
WITNESSETH:
WHEREAS, the GRANTOR listed above owns 208 Breedlove Ave, as shown
on a deed duly recorded in Deed Book 8258,Page 778,Durham County Registry, State
of North Carolina;
NOW, THEREFORE, for good and valuable consideration, receipt and
sufficiency of which are hereby acknowledged,the parties hereby agree as follows:
1) Description of Grant of Easement-Appurtenant: The GRANTOR does hereby
give, grant, quitclaim, and convey unto the GRANTEE, its successors and assigns, a
perpetual easement with the right to erect, construct, install, and prepare and thereafter
use,operate,maintain, inspect,repair,replace,and improve the treated effluent flow path
of a sewage disposal system over and across the Easement Area on the following land
owned by the GRANTOR. This Easement Area originates at the property line between
the subject properties and follows the existing drainage feature flow path.
2) Maintenance: Each party hereto is responsible for maintaining the easement area as
required by applicable law.
3) No Obstructions: The easement area shall not be obstructed in any manner that will
impair or impede the flow of draining waters over and through the easement area.
Page 1 of 4

2024104043 BT: OPR B: 10145 P: 679
07/30/2024 11:36:01 AM Page 2 of 4
4)Indemnity:Each party hereto will indemnify,defend, and hold harmless the other for,
from,and against any and all claims suffered or incurred in connection with any alleged
bodily injury or property damage arising out of use or enjoyment of the Easement Areas,
unless caused by negligence or willful misconduct.
5)Successors and Assigns:This easement shall be binding on the successors and assigns
of the current owners, and this easement shall run with the land until terminated by a
writing executed by the then current owners of said tracts and recorded of record.
6) Amendment: This easement shall be amended only by a written and recorded
instrument signed by each party hereto or the then current owner of the Property and the
Easement.
7) Applicable Law: This Agreement shall be governed and construed pursuant to the
laws of the State of North Carolina without regard to principles of conflict of laws.
IN WITNESS WHEREOF, the parties hereto have set their hands and seals of
the day and the date first written above.
[Signature Pages and Notaries to follow on separate sheets attached hereto]
Page 2 of 4

2024104043 BT: OPR B: 10145 P: 680
07/30/2024 11:36:01 AM Page 3 of 4
r
(SEAL)
Grantor:Mar' Sabel Medina
STATE OF NORTH CAROLINA
COUNTY OF DURHAM
I certify that the following person(s) personally appeared before me this day and
acknowledged to me that he or she voluntarily signed the foregoing document(s) for the
purpose stated therein and in the capacity indicated:
Name of Principal:Maria Isabel Medina
Date: 01-27-Z024
Notary Public
My Comm.Expires: J OMNI GOVect 8C1 Iara(
172-Oct-2.02.pi Printed Name of Notary Public
"GOV EA S
jOUBOG
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.,,,;gIy,CO' ,,..•
Page 3 of 4

2024104043 BT: OPR B: 10145 P: 681
07/30/2024 11:36:01 AM Page 4 of 4
(SEAL)
Grantor:S6se Alberto Trejo
STATE OF NORTH CAROLINA
COUNTY OF DURHAM
I certify that the following person(s) personally appeared before me this day and
acknowledged to me that he or she voluntarily signed the foregoing document(s) for the
purpose stated therein and in the capacity indicated:
Name of Principal:Jose Alberto Trejo
Date: 2 -2024
Notary Public
My Comm.Expires: G oVP_A Sa`azar
02-09- 2 02) Printed Name of Notary Public
.Gammiss o'S"s/
QG 6AUBLIC0
.2a 0'L
' ,ry9,2
C
Page 4 of 4

Attachment H
Information on Connection to a Regional Sewer System

Re: Sewer Availability Request
PWEngSery <[e-mail]>
Wed 6/26/2024 1:05 PM
To:Isabel Manson <[e-mail]>
Good afternoon,
Please see the image below. The water is the blue line approximately 670ft away towards Holloway
Street.The sewer is the green line approximately 970 ft towards Clayton Rd.
There are no plans for the City to extend water and sewer utilities in this area.
..hi.,wnrk,Wrb N.4, -.. - E u q -- 3410733412 3 II (31Q58)
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Thanks,
Krystal
I ..".• PUBLIC WORKS
CITY OF DURHAM
Engineering Services Group
City of Durham
Dept. of Public Works
101 City Hall Plaza
Durham, NC 27701
From: Isabel Manson<imanson ag riwaste.com>
Sent:Tuesday,June 25,2024 5:06 PM
To: PWEngSery<[e-mail]>
6/27/2024 10:12 AM
1 of2 >

Subject:Sewer Availability Request
Good Evening
I have a sewer availability request for the address of 112 (formerly 204) Breedlove Ave, Durham, NC
(Durham County Parcel ID 158990). Could someone please let me know the approximate distance to
the nearest sewer location, as well if there are any plans for sewer line expansion towards the
property in the next 5 years.
Thank you so much for time and assistance!
Isabel
AW1 Isabel Manson
Assistant Project Engineer
Engineers and Soil Scientists [e-mail] I Direct:919.629.6403
Agri-Waste Technology,Inc.(AWT)
501 N.Salem Street,Suite 203,Apex,NC 27502
agriwaste.com I Office:919.859.0669
2 of 2 6/27/2024, 10:12 AM

Attachment I
Engineering Alternatives Analysis
'�I

AV1r1"
Engineers and Soil Scientists
Agri-Waste Technology,Inc.
501 N Salem Street,Suite 203,Apex, NC 27502
agriwaste.com I 919.859.0669
Engineering Alternatives Analysis
Teasley Residence
112 Breedlove Ave.
Durham, NC 27703
Durham County
aQc
6,4154
° Essb"ge\ -j`�4
SESEAL .-
024582
�l►�I�Ly
Date: August 14, 2024
Design Engineer: Kevin D. Davidson, P.E.
Agri-Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, NC 27502
Office: 919-859-0669

Engineering Alternatives Analysis (EAA) Guidance Document
North Carolina Division of Water Resources
STEP 1. Determine if the proposed discharge osed disch a will be allowed
Before beginning any engineering evaluation of alternatives, you must first determine if the proposed
wastewater discharge will be allowed. Otherwise, time and money may be spent needlessly for an EAA
preparation that will ultimately be rejected on the basis of existing water quality restrictions. There are
several potential restrictions to a wastewater discharge to surface waters,including:
• Zero flow stream restrictions [15A NCAC 2B.0206(d)(2)] apply to oxygen-consuming waste in
zero-flow streams. In order to determine streamflow at the proposed discharge location,contact
the U.S. Geological Survey at 919-571-4000.
• Receiving stream classification restrictions [e.g., ORW, WS, SA, NSW, and HQ class waters
have various discharge restrictions or require stricter treatment standards]. Stream
classifications are available on the the DWR Classification and Standards/Rule Review Branch
website: (http://portal.ncdenr.org/web/wq/ps/csu), while wastewater discharge restrictions
for various stream classifications are presented in state regulations [15A NCAC 2B.0200].
• Basinwide Water Quality Plans. These basin-specific plans list NPDES permitting strategies
that may limit wastewater discharges to particular streams within the basin due to lack of stream
assimilative capacity,etc. Basin plans are available on the DWR website,or you may contact the
DWR Basinwide Planning Branch (http://portal.ncdenr.org/web/wq/ps/bpu)..
• Impaired waters and TMDLs. Certain waterbodies listed as impaired on the 303(d) list and/or
subject to impending TMDLs may have wastewater discharge restrictions. The list of 303(d)
impaired waters is located on the DWR website, or you may contact the DWR Modeling and
Assessment Branch (http://portal.ncdenr.org/web/wq/ps/mtu).
• Presence of Endangered Species. If endangered species are present in the proposed discharge
location, there may be wastewater discharge restrictions. Endangered species information may
be included in the Basinwide Water Quality Plan,or you may contact the U.S. Fish and Wildlife
Service (919-856-4520),N.C. Wildlife Resources Commission (919-733-3633),or the N.C. Natural
Heritage Program (919-733-7701).
Municipal applicants.
As a public service, the NPDES Unit will evaluate whether a proposed municipal discharge is considered
allowable. The municipality needs to initiate this review by submitting a letter request for Speculative
Effluent Limits to the NPDES Unit. You must obtain streamflow estimates for the proposed discharge
location to ensure that the receiving stream is not subject to zero flow restrictions. Low flow data
(specifically, drainage area, summer and winter 7Q10, average flow and 30Q2 flow statistics) can be obtained
for a nominal fee from the U.S. Geological Survey in Raleigh at 919-571-4000. The low flow data must be
submitted with the speculative limits request letter. If the proposed discharge appears to be allowable, the
NPDES Unit will prepare speculative effluent limits for a maximum of 2 flows and 2 discharge locations using
water quality models. The municipality can then use the speculative limits to prepare preliminary
engineering design and cost estimates for the direct discharge alternative within the EAA. In limited
instances where complex water quality models are necessary to develop speculative limits and determine
potential water quality impacts,some municipalities have undertaken the modeling effort (with DWR review)
in order to expedite this portion of the NPDES permit review process.
Response: N/A Non-municipal applicant
EAA Guidance Document Revision:October 2019
Page 1 of 12

Non-municipal applicants.
Due to staff constraints, the NPDES Unit cannot prepare speculative limits for non-municipal applicants.
Thus,it is your responsibility to make your own determination as to whether the proposed discharge might be
allowed by the Division, by evaluating the water quality factors listed above. It is highly recommended that
you discuss the proposed discharge with the applicable DWR Regional Office and/or NPDES Unit staff,who
may be able to provide input on the likelihood of a new/expanding discharge. As a first step, you must
obtain streamflow estimates for the proposed discharge location to ensure that the receiving stream is not
subject to zero flow restrictions. Low flow data (specifically, drainage area, the summer and winter 7Q10,
average flow and 30Q2 flow statistics) can be obtained for a nominal fee from the U.S. Geological Survey in
Raleigh at 919-571-4000. The low flow data must be submitted with the EAA, and will be used by the permit
writer to develop permit limits. You must also verify that the proposed action (i.e., construction of a
wastewater treatment plant and its appurtenances) is consistent with local zoning and/or subdivision
ordinances. You will need to request the local governments) to complete a Local Government Review Form
(Attachment A),and include the signed and notarized form with your NPDES application package.
Response: The United States Geological Survey (USGS) was contacted to determine the 7Q10 flow estimate for the
downstream tributary of the proposed wastewater discharge point. The proposed discharge point is to a drainage
feature on the subject property. The effluent flows to two neighboring properties before converging with an
existing flow path which eventually converges with Little Lick Creek. The analysis from USGS indicates the
7Q10 discharge for the point in question is likely zero(Appendix F of package).
All applicants.
If you conclude that the proposed discharge will pass the "allowable discharge" criteria, then begin the EAA
preparation by summarizing the following general information about the proposed project:
• Provide a description of the proposed project. If the project will be constructed in phases,
provide a schedule for constructing each additional phase, and provide the projected flow per
phase(see STEP 2).
Response: The wastewater discharge system is sized for a 3-Bedroom Single Family Residence (SFR) and is located in
Durham County, North Carolina. The proposed system will use the existing sand filter discharge system that
currently serves the residence and will incorporate new chlorination and dechlorination treatment stages. The
proposed discharge location is to an drainage feature on the subject property,which flows to an existing permitted
flow path,which eventually converges with a tributary to Little Lick Creek. The flow for the system is 360 gpd.
The proposed treatment system will utilize the following components:
Existing Septic Tank with New Effluent Filter
Existing Sand Filter
Chlorinator,Contact Chamber,and Dechlorinator
Discharge Point with Rip-Rap
Construction of the proposed system will occur in a single phase with an anticipated completion time of
approximately 2 weeks after the start of construction activity.
• Applicant name,mailing address,phone number,contact person
Response: Applicant Information:
Name: Jack Teasley
Mailing Address: 112 Breedlove Ave.
Durham,NC 27703
Phone Number: [phone]
Contact Person: Jack Teasley
EAA Guidance Document Revision:October 2019
Page 2of12

• n rson
Facility name,address,county,phone number,co tact pe
Response: Facility Information:
Name: Teasley Residence
Address: 112 Breedlove Ave.
Durham,NC 27703
County: Durham
Phone Number: [phone]
• EAA preparer's name,mailing address,phone number,contact person
Response: EAA Preparer's Information:
Name: Kevin D. Davidson,P.E.
Mailing Address: Agri-Waste Technology,Inc.
501 N. Salem Street
Apex,NC 27502
Phone Number: 919-859-0669
Contact Person: Kevin D.Davidson,P.E.
STEP 2. Provide reasonable projections for population and flow
Residential Population Projections.
Facilities requesting an NPDES discharge permit for new or expanding domestic wastewater discharges
must document the population to be served within the service area over a 20-year planning period. The NC
State Demographics unit provides population data for each county and municipality and can be accessed on
the Internet at ht www.demo .state.nc.us. If 20-year population projections for specific areas are not
tP // gP P P
available, a linear extrapolation of population trends from the past decade should be used. Any deviation
from a linear projection method must be clearly justified. If population projections include future
annexations, include a proposed annexation schedule as well as any annexation requirements that must be
met.
Response: Because the wastewater treatment system is designed for a single-family residence, the population to be served
will be limited by the number of bedrooms at the individual residence. The existing house contains 3 bedrooms.
For the 20-year planning period, the system will be designed for a 3-bedroom residence with a flow of 360
gallons per day. At 2 people per bedroom,the system will be designed to serve 6 residents.
Municipal Flow Projections.
Justification of flow as well as a demonstration of need shall be provided. Mere speculation is not sufficient.
Flow projections should represent average anticipated flows, since permit flow limits are based on monthly
averages. Peaking factors used to design various components of the wastewater collection system (e.g.,
collector sewers,interceptor sewers,pumping stations) should not be used in the justification of the average
anticipated flow. For municipal wastewater dischargers, flow must be justified using the Clean Water Loan
Program (CWLP) Guidance for Preparing Engineering Reports available on the Internet at
http://portal.ncdenr.org/web/wi/cleanwater/er. Exceptions to these flow criteria may be approved on a
case-by-case basis provided adequate justification is supplied.
• Current Flow- Provide current flows including residential, commercial, industrial, and
infiltration/inflow (I/I) based on actual flow data or water billing records. Current residential
flow and current commercial flow may be based on water billing records minus a 10%
consumptive loss. Current industrial flow may be based on dual metering to determine
consumptive losses.
• Future Residential Flow- Provide 20-year residential flows based on projected residential growth.
Multiply the projected growth in residential population by 70 gallons per day per capita.
• Future Commercial Flow- Provide 20-year commercial flows based on projected residential
growth. Multiply the projected growth in residential population by 15 gallons per day per capita.
EAA Guidance Document Revision:October 2019
Page 3of12

• Future Industrial Flow- Provide flow for future documented industrial flow. A nominal
allowance for future unplanned industrial expansions may be considered by the Division,
provided the basis is clearly justified and current land-use plans and local zoning allow for such
industrial growth.
Response: N/A Non-municipal applicant
Non-Municipal Flow Projections.
Flow may be justified in accordance with 15A NCAC 2H .0219(1) for various activities (e.g., new
subdivisions, new schools, various commercial activities). For other proposed discharges (e.g.,
groundwater remediation, water treatment plant filter backwash, industrial facilities), the flow projections
will be based on engineering design considerations and/or production projections rather than population
projections.
Response: Because the wastewater treatment system is designed for a single-family residence, the population to be served
will be limited by the number of bedrooms at the individual residence. The existing house contains 3 bedrooms.
For the 20-year planning period, the system will be designed for a 3 bedroom residence with a flow of 360
gallons per day. At 2 people per bedroom,the system will be designed to serve 6 residents.
STEP 3. Evaluate technologically feasible alternatives
Since a goal of the Clean Water Act is to minimize or eliminate point source discharges to surface waters,
any proposal for a new or expanding wastewater discharge must include evaluation of wastewater disposal
alternatives in addition to direct discharge. Particularly for dischargers of domestic wastewater, this
evaluation should investigate the feasibility of the following wastewater disposal alternatives:
• Connection to an existing wastewater treatment plant(public or private)
• Land application alternatives, such as individual/community onsite subsurface systems, drip
irrigation,spray irrigation
• Wastewater reuse
• Surface water discharge through the NPDES program
• Combinations of the above
In order for the applicant to eliminate a wastewater disposal alternative, you must either show that the
alternative is technologically infeasible, or that it would be cost prohibitive to implement relative to a direct
discharge alternative. Please note that for some alternatives, it might be easier to prove an alternative is not
viable based on high cost rather than technological feasibility. For example, for a large municipal expansion
that would require several hundred acres for a land application alternative, it might be easier to simply
assume that the required acreage could be purchased and calculate the present value costs (including current
market land costs) for this option, rather than evaluating whether land application is technologically
infeasible due to lack of available land and/or poor soil conditions. For those alternatives identified as
technologically feasible,you must develop and compare costs,based on a preliminary level design effort (see
STEP 4).
The Division recognizes that wastewater disposal alternatives may be limited for some non-domestic
wastewater scenarios, and a full alternatives evaluation may not be warranted. If there is some question as to
whether an alternative may be eliminated, contact the NPDES Unit staff. Some scenarios that might not
require a full alternatives evaluation include:
• Water Treatment Plant Discharges. Discharges from water treatment plants (WTPs) that utilize
a membrane technology (e.g., reverse osmosis, nanofiltration) or ion exchange system tend to
generate highly concentrated wastestreams. These wastestreams are not amenable to land
application and do not have to be evaluated for this alternative. However, since these
wastestreams can also have a toxic impact on a receiving freshwater system, proposed new
EAA Guidance Document Revision:October 2019
Page 4 of 12

discharges from these WTPs to freshwaters will not be considered for an NPDES permit unless
you can demonstrate that the environmental impacts would be minimal based on dilution
modeling. You should investigate whether the wastewater can be piped to a stream with
sufficient dilution, or whether a local WWTP might accommodate this discharge. Please note
that discharges from WTPs that utilize greensand filtration or conventional technology produce
a wastestream that is not saline,therefore no disposal alternatives can be automatically ruled out
as infeasible for these other WTPs. Refer to the NPDES website for permitting strategies for
reverse osmosis,ion exchange,greensand filtration,and conventional WTPs.
• Groundwater Remediation System Discharges. You will need to evaluate whether WWTP
connection, land application, infiltration galleries, in-situ groundwater remediation wells, or
closed-loop groundwater remediation wells are viable disposal alternatives. While land
application might be a feasible alternative in rural areas, it would not be a feasible alternative in
downtown Charlotte, where there is no land available for wastewater application. In this
instance, you may simply state that land application is infeasible based on land constraints
within the city. You will also need to evaluate connection to an existing WWTP (in accordance
with Alternative A), since there are some municipalities that have accepted this waste stream in
the past. If the municipality will not accept the waste stream, the connection alternative is also
considered technologically infeasible. Please note that in-situ and closed-loop groundwater
remediation wells are permittable well types and further guidance is available through the
Aquifer Protection Section.
Aside from these exceptions,you should proceed with the alternatives evaluation in accordance with the
following requirements. If you have any questions about these requirements,contact the NPDES Unit staff.
Alternative A. Connection to an Existing Wastewater Treatment System.
You must evaluate the feasibility of connecting to an existing wastewater treatment system served by a
municipality or other entity holding a valid NPDES or Non-Discharge Permit. All connection options
should include an evaluation of a gravity line and/or force main with pump station(s).
1. Existing Sewerage System:
(a) Identify whether there are existing sewer lines within a five-mile radius,or consider a greater
radius if cost effective for the project size.
Response: Connection to a sewer collection system is not feasible for this facility. City of Durham Public Works indicated
that the closet water and sewer connection is 970 feet away from the subject property at the corner of Clayton Rd.
and Breedlove Ave. (Attachment H of application package). At an estimate of$150/ft, a sewer extension would
cost over$145,500.There are no plans for a sewer extension in the area.
(b) Provide a preliminary indication of flow acceptance from existing municipal or private
WWTPs under consideration for connection. If a municipal or private WWTP cannot accept
the wastewater, include a letter documenting such and consider this alternative
technologically infeasible.
Response: N/A No sewerage available
(c) If an existing sewerage system will accept the wastewater, evaluate the
piping/pumps/resources necessary to connect to the existing wastewater treatment plant.
Attach a topographic map or a site drawing showing the physical route of this alternative.
Conduct a Present Value Cost Analysis per STEP 4.
Response: N/A No sewerage available
EAA Guidance Document Revision:October 2019
Page 5 of 12

2. Planned Sewerage System: Determine if a regional sewerage system within a five-mile radius is
projected to be available within the next five years to receive waste from the project site. If
applicable, determine availability date and flow acceptance projection from appropriate
authority.
Response: As stated above,the property is not able to access city sewerage.
Alternative B. Land Application.
Land application disposal alternatives include individual/community onsite subsurface systems, drip
irrigation,and spray irrigation.
1. Provide an estimate of the best case hydraulic loading rate based on County Soil Surveys or from
a soil evaluation performed by a soil scientist. Include calculations showing the hydraulic
loading rate and the total area of land needed for the land disposal system,including buffers.
Response: Per the soil evaluation by Chris McGee of Agri-Waste Technology, Inc.,the site does not have suitable soil to
accommodate a ground absorption or surface drip or surface spray wastewater system due to unsuitable soil
depth and lack of available space. (Attachment E of package).
Regardless of the fact that a subsurface ground absorption system cannot be designed or permitted for this site,
the potential size of a subsurface system has been estimated in the table below.
Subsurface Dripfield Design Alternative
#Bedrooms 3
Daily Flow 360 gpd = 120 gpd #bedrooms
LTAR 0.1 gpd/sqft
Minimum Area Required (Nominal) 3,600 sqft =Daily Flow/LTAR
Estimation for Topographical Variation 1,200 sqft
Estimated Area Required (Actual) 4,800 sqft
Approximate Area Available 14,300 sqft
The current property's land available for the sub-surface system is 14,300 sq. ft.with setbacks and existing site
conditions. A schematic of this area is shown in Appendix A of the EAA. The land needed for a subsurface
dripfield design is a minimum of 4,800 sq. ft., so there may be sufficient space for this type of system at the
residence. However,the soils are unsuitable for supporting this type of system.
EAA Guidance Document Revision:October 2019
Page 6 of 12

For a surface system in this soil,the SFR loading rate group is likely restricted to a maximum annual loading
of 19.5 in/year. The sizing calculation for a non-discharge surface system is summarized in the table below:
Non-Discharge Surface Design Alternative
#Bedrooms 3
Daily Flow 360 gpd =120 gpd*#bedrooms
Surface Loading Rate 19.5 in/year
Minimum Area Required (Nominal) 10,810 sqft
Approximate Area Available 24 sqft
The current property's land available for a non-discharge system is 24 sq. ft. with setbacks and existing site
conditions A schematic of this area is shown in Appendix A. The land needed for a non-discharge application
system is estimated at 10,810 sq. ft., so there is not sufficient space for a non-discharge surface system,and the
unsuitable soil conditions do not allow for a non-discharge surface system.
2. Assess the availability of land. If insufficient land is available onsite, assume that the necessary
land can be purchased and estimate the land purchase cost based on local real estate prices.
Alternatively,provide documentation to demonstrate that insufficient land is available for sale in
the project area (include letters from adjacent property owners indicating no interest in selling
property).
Response: The table below lists neighboring properties and the value of the land as listed by the Durham County GIS
website. The surrounding lots contain single-family residences. The values listed in the table do not reflect
the value of the single-family residences.
Adjoining Property Values
Area
Neighboring Property (ac) Vacant Price of Land ($)
Parcel PIN: 0841942010(North) 0.45 N 32,647
Parcel PIN: 841933987 (East) 0.89 N 42,412
Parcel PIN: 0841933771 (South) 2.31 N 59,681
Parcel PIN: 0841839869 (Southwest) 0.48 N 33,322
Parcel PIN: 0841849093 (Northwest) 0.41 N 32,332
EAA Guidance Document Revision:October 2019
Page 7 of 12

3. Provide a description of the wastewater treatment system and the non-discharge application
system. Include a site plan showing the proposed layout, the application area, any existing
structures,proposed structures,and other uses within the site.
Response: A typical subsurface drip system or a non-discharge surface spray or surface drip system with pretreatment
considers the following components:
-Septic Tank with Effluent Filter
-Recirculation Tank
-AdvanTex Treatment Pod(AX20 Pod)
-Pump Tank
- UV Disinfection
-Headworks Box
-Control Panel
-Disposal Field(drip or spray)
Note:The proposed discharge system does not consider the pump tank,headworks box or disposal field.
Site drawings of these alternative systems showing the available application area are included as Appendix A
of the EAA. Due to the limitations caused by the soil characteristics and conditions, there is no ability to
consider any of these systems on this property.
4. Explain the proposed reuse plan if reclaimed water will be used by a third party.
Response: There is no reuse plan being considered either on-site or by a third party. The existing residential plumbing
infrastructure does not allow for reuse in the existing residence. It is not feasible to consider using reclaimed
water on the site or becoming a bulk distributor of reclaimed water. The table below summarizes the
amount of reclaimed water that could be beneficially used on site. As shown,there may be sufficient area to
utilize the daily flow of reclaimed water, however; a reclaimed system would be cost prohibitive for a
single-family residence.
On-site Utilization of Reclaimed Water
Daily flow through system 360 gpd
Available Area to Irrigate 14,300 sqft *Veg.cover on property
Application Rate 0.5 in/week *Fescue Grass
Acceptable Volume to Irrigate 596 ft3/week
= 637 gpd
5. Conduct a Present Value Cost Analysis per STEP 4. For the reclaimed water system include the
potential revenue generated by selling the water.
Response: A Present Value Cost Analysis is included as Appendix B of the EAA.An analysis was performed for a sub-
surface drip system, a non-discharge surface application system, and a reclaimed water system. A summary
of the analysis is included in STEP 4.
6. Provide all calculations, documentation, and maps as necessary to support assumptions and
conclusions.
Response: Calculations performed to evaluate land application alternatives are shown in Alternative B.
EAA Guidance Document Revision:October 2019
Page 8 of 12

7. Note: The design of land application systems must meet the treatment and design requirements
specified in 15A NCAC 2T.05 or 15A NCAC 18A.1900.
Response: The treatment systems specified above in Step B would meet the treatment standards required by these rules
as they pertain to single family residences. However, because of the lack of available space due to
unsuitable soil conditions,no land-based systems can be considered.
8. Note: Proposed discharges from groundwater remediation systems must evaluate the potential
for an infiltration gallery treatment alternative.
Response: N/A
Alternative C. Wastewater Reuse.
You must evaluate reusing all or a portion of the wastewater generated. Some municipalities are currently
reusing wastewater within the confines of their WWTP property for irrigation, toilet flushing, backwashing,
etc.,while other municipalities have established progressive reuse programs for residential irrigation. Reuse
applications might include golf course irrigation, crop irrigation (e.g., hardwood or pine plantation,
grasses), athletic field irrigation, landscape uses, and commercial/industrial uses. Some of these reuse
applications will be evaluated under Alternative B, Land Application. The design of reclaimed water
systems must meet the treatment and design requirements specified in 15A NCAC 2U.
Response: All reuse applications for this project scale were evaluated under Alternative B, Step 4. Wastewater reuse
was determined to be infeasible for this project.
Alternative D. Direct Discharge to Surface Waters.
1. No new or expanding (additional) discharge of oxygen-consuming waste will be allowed to
surface waters of North Carolina if both the summer 7Q10 and 30Q2 streamflows are estimated
to be zero,in accordance with 15A NCAC 2B.0206(d). Private applicants must contact the USGS
in Raleigh at 919-571-4000 and obtain (generally for a nominal fee),the receiving streamflow data
(7Q10, 30Q2, annual average streamflow) at the proposed discharge location. This information
must be included in the EAA,and will be used to develop permit limits.
Response: Because there is an estimated zero flow at the discharge point,the discharge will be considered on a case-by-
case basis.The proposed discharge is 360 gpd.
2. All direct discharge systems of oxygen-consuming wastes should be evaluated both with tertiary
filtration [BOD5= 5 mg/1, NH3-N= 1 mg/11 and without, and assuming a weekly sampling
regime.
Response: Tertiary filtration is not required under the general permit, as the general permit requirements (monthly
average) are BODs = 30 mg/I and Total Suspended Solids = 30 mg/l. However, based on actual sample
results from similar treatment systems(other facilities using the same technology)in many cases,a BODs of
5 mg/I and NH3-N of 1 mg/1 can be met. While weekly sampling of the treated effluent would confirm the
treatment results on a regular basis, the additional cost associated with the collection and testing of the
effluent would not be feasible for the homeowner.
3. Provide a description of the proposed wastewater treatment facilities, including a schematic
diagram of the major components and a site plan of the treatment facility with outfall line(s).
Response: Plans and schematic drawings can be found in Attachment K(of application package).
4. Provide documentation of the availability of required land and/or easement agreements.
Response: The proposed discharge system will be located on land owned by the applicant. See Attachment K (of
application package)for the proposed discharge system location.
EAA Guidance Document Revision:October 2019
Page 9 of 12

5. Conduct a Present Value Cost Analysis per STEP 4.
Response: A Present Value Cost Analysis for the discharge system is included in Appendix B. A summary of the
analysis is included in STEP 4.
6. Note: MI direct discharge treatment systems must comply with Reliability Requirements
specified in 15A NCAC 2H.0124.
Response: The system serves a private facility that is served by a private well and does not have elevated water storage
tanks. In the event of a power outage,water will not be available to the residence. There is storage available
in the system to hold some waste from the house until power is restored to the system. If the power is out
for an extended period,ceasing water usage in the house or pumping of the septic tank may be required.
Alternative E. Combination of Alternatives.
You should evaluate the possibility of a combination of wastewater alternatives that would minimize or
eliminate a direct discharge alternative. For example, consider whether the facility can operate a land
application system during the dry season when streamflows are at their lowest and provide less dilution, and
operate an NPDES discharge system during the wet season when soils may not be as amenable to land
application and the receiving stream provides its greatest dilution.
Response: A non-discharge alternative is not feasible due to the soil constraints listed in Alternative B. The presence or
absence of a seasonal high-water table will not relieve the other constraints.
STEP 4. Evaluate economic feasibility of alternatives
To provide valid cost comparisons among all technologically feasible wastewater alternatives identified in
STEP 3, a 20-year Present Value of Costs Analysis (PVCA) must be performed. A preliminary design level
effort is considered appropriate for comparing feasible options and their associated costs. For the PVCA cost
comparison, all future expenditures are converted to a present value cost at the beginning of the 20-year
planning period. A discount rate is used in the analysis and represents the time value of money (the ability of
money to earn interest). Present value is also referred to as "present discounted value" or "present worth".
The PVCA should include all monetary costs associated with construction,startup and annual operation and
maintenance of a facility. All unit cost information must be provided, and costs must be referenced. Costs
can be referenced in paragraph format by summarizing the sources utilized (e.g.,vendor quotes,realtor land
quotes, past bids, Means Construction Index, etc). Vender quotes received for treatment units or other
components, as well as realtor land quotes, shall be included as well. For each treatment alternative
identified as technologically feasible,costs should include,but not be limited to,the following:
Capital Costs
• Land acquisition costs
• Equipment costs
• Labor costs
• Installation costs
• Design costs
EAA Guidance Document Revision:October 2019
Page 10of12

Recurring Costs
• Operation and maintenance costs (with replacement costs)
• Laboratory costs assuming a weekly monitoring regime for discharge systems and a monthly
regime for non-discharge systems
• Operator and support staff costs
• Residual disposal costs
• Connection fees and subsequent user fees
• Permit and compliance fees
• Utility costs (power,water,etc.)
Lost Opportunity Costs
PVCA Calculation Method.
The following standard formula for computing the present value must be used in all cost estimates made
under this evaluation:
PV= C° +t C`
+r)1
Where:
PV = Present value of costs.
Co = Costs incurred in the present year.
Ct = Costs incurred in time t.
t =Time period after the present year(The present year is t= 0)
n = Ending year of the life of the facility.
r = Current EPA discount rate. EPA adjusts this rate annually on October 1, and it can be
accessed from the Internet at http:/www.nccgl.net/fap/cwsrf/201gui.html.
If recurring costs are the same in years 1 through 20,then Ct=C and the formula reduces to:
PV= C +C (l + —1l r)"
r(1+r)" J
As an example,assuming capital costs (Co) of$2 million,annual recurring costs(C)of$40,000,and a
discount rate(r)of 5.625%,the 20-year(n=20)present value of costs would equal:
PV= capital costs + recurring costs X [(1+0.05625)20—1] / [0.05625(1+0.05625)20]
PV= $2,000,000 + $40,000 X [1.98/0.168]
PV= $2,000,000 + $471,428
PV= $2,471,428
EAA Guidance Document Revision:October 2019
Page 11 of 12

PVCA Summary Table.
The EAA must include a Summary Cost Table, which summarizes present worth costs developed for all
technologically feasible wastewater alternatives. The summary should include a breakdown of capital costs
and recurring costs. In some situations, the Division may require the applicant to refine cost estimates for
some alternatives, or possibly collect actual soil data to better characterize the land application alternative.
Ultimately, the final determination on cost effectiveness is made by the Division with consideration of
monetary costs as well as potential environmental impacts.
Response: The followingtablepresents the cost analysis for severaltypes of wastewater
P y to systems. Given the
information presented above,the only technologically feasible alternative is the Discharge System. The
"Install Cost"includes the estimated cost to design and install the specific type of system. The"Present
Value of Costs"is based on a discount factor of 2.5%.
Cost Analysis for Three (3) Bedroom SFR
20 year Annual Total Cost 20 Present Value
System Type Install Cost($) Cost($) years ($) of Costs ($)
SS Drip $46,150 $24,319 $70,469 $64,720
Non Discharge $63,350 $22,976 $86,326 $80,898
Reclaimed $75,150 $27,300 $102,450 $96,007
Discharge $34,250 $19,513 $53,763 $49,134
EAA Guidance Document Revision:October 2019
Page 12 of 12

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

/ \ \
/ \\ \ UNRESTRICTED
AREA Engineers and Soil Scientists
•\,`0 Q, / / •,�0 I (outside setbacks) N Sa'nsStreet,Sot.z03
Apex North Carolina 27502
• 919-659-0669
O, 5�ae / Osi/5\a, / ewe.am.n.o
�� / / �Le \/ � Tensely Residence
\ // \ AREA = 14,300 sqft. Surface Discharge
/ NW'
I / \ 1 Tammy
111 Weed.kwDefter/ WVx 111W
eleney1911enn.can
Pozen,Inloneattent
/
111 6,Mbw An.
On.NC 17701
Panel CI'MHO
I \
I.IFINI"I \ ` + RROFES60NAL ENGINEER SEA_
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45.
A.
Relevant Setbacks Shown
SMEET
Off—Site Dwelling 15' Alternative Design:
On—Site Dwelling 15' Subsurface Drip
N
Property Line 10' / ,RawNOY: C;;1;z;°^.
I til�� REVISED BY: REVISED O9:
Surface Waters 50' /
Ay/Alb -...,
RELEASED BY: RELEASED 0R'
0 30' 60'
Wells 50' DRAWING NURSER
SE-1

UNRESTRICTED AREA AW
\ I (outside setbacks) Engineers sts
Ap rY�" "Inc.
501 N.Salem Street,Suite 903
�lf. ♦...♦♦♦♦ Apex.Noah Ceram.399at
019-550.0559
0��0 �\a�.�/ 0k \a� I ♦♦•♦♦•♦•••♦•♦♦♦• Tensely Residence
/ Surface Discharge
/ Om 14ormmlon:
NAY mattes
113 9rMom me.
[phone]
jleoMey'9136c.".com
Pooh,Mldmat,
119 Bre9rir Art
NAN,NC 27703
M^a"<owe NC
Portal A)lasso
i iir.e.,....... )\ 'ROFESRONAL ENGINEER SEA.
/
m
Eli / / FOR
.PivE
IINN ' / // REVIEW
\� ' / ONLY
\ � � ,.� Li
� �
I /Ct
/
Relevant Setbacks Shown /
Off—Site DwellingSHEET 100' / \ Alternative Design:
N
On—Site Dwelling 15' Non—Discharge/
Sstems
Property Lines 50' / DRAM 3Y1 CREATE Cm
I.Moro, 7 17/74
RUSE)BY: REVISED ON.
�II:
Surface Waters 100' / RELEASED BY: RELEASED ON:
0 30' 60'
We l I S 100' NAMING NWBER
_� SCALED FOR 11"%17" SHEET SE-2

/ AWN. \ UNRESTRICTED
AREA En9lnee, m 5°Il Scie Ni,1,
(outside setbacks) N...Technology.Inc.
SO1 N.epee �nuoti: z'
nn�� n� 91&859-09e9
/ / •Y CJ V ...♦♦♦.♦♦.♦♦♦♦♦ emeregiMMa.mm
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/ \ / \ °�,,lam„Ina
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l.NC 2Ar.
Owbm 22 3T03
I / \ // I t9'9)5Ni-7915
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ere
lr..a„counts NC
-mW q 158999
/
/ 0\ I 7RDEESSIDNAL.ENGINEER SEA-
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' � ... ���� ��1 FOR
aR "' iii � . '� � REVIEW
w •���������������������� ONLY
allImulmtri
♦������� Allk
Li ♦�������������
CD
44,
a.
Relevant Setbacks Shown
SHEET 111.E
Off—Site Dwelling 15'
Alternative Design:
On—Site Dwelling 15' Reclaimed Water
Property Lines 10'
DRAWN SY: CREATE GA:
I.N9�,9, 7/12/24
.•ji,�. REVISED BY: TENSED ON:
Surface Waters 25 r
\ RELEASED Br. RELEASED 09:
Wells 100v =- 30' 60' GRAVING NUMBER�� \ SCALED FOR „ X, SHEET SE-3

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

Sub-Surface System
Co $46,150 Estimated Cost to Design and Install System
r 2.500%
PV 1$64,720 (Present Value of Costs
Cost Summary Table
UV Replacement
Year Annual Fee Operations Fee Sample Cost Pumping Cost Cost Ct Total Ct PV
Increase 5%every 3 Increase 3%yearly Increase$50 every 5 Increase 3%yearly Annual Incurred Costs Annual Discounted Total Discounted Present Value of
years years ($) Cost($) Costs($) Costs($)
1 60 500 250 0 125 935 912 912 47,062
2 60 500 258 0 129 946 901 1,813 47,963
3 60 500 265 0 133 958 889 2,702 48,852
4 60 525 273 0 137 995 901 3,604 49,754
5 60 525 281 300 141 1,307 1,155 4,759 50,909
6 60 525 290 0 145 1,020 879 5,638 51,788
7 60 551 299 0 149 1,059 891 6,529 52,679
8 60 551 307 0 154 1,072 880 7,409 53,559
9 60 551 317 0 158 1,086 870 8,279 54,429
10 60 579 326 350 163 1,478 1,155 9,434 55,584
11 60 579 336 0 168 1,143 871 10,305 56,455
12 60 579 346 0 173 1,158 861 11,166 57,316
13 60 608 356 0 178 1,202 872 12,038 58,188
14 60 608 367 0 184 1,218 862 12,900 59,050
15 60 608 378 400 189 1,635 1,129 14,029 60,179
16 60 638 389 0 195 1,282 864 14,893 61,043
17 60 638 401 0 201 1,300 854 15,747 61,897
18 60 638 413 0 207 1,318 845 16,592 62,742
19 60 670 426 0 213 1,368 856 17,448 63,598
20 60 670 438 450 219 1,838 1,121 18,570 64,720
24,319

Non-Discharge System
Co $63,350 Estimated Cost to Design and Install System
r 2.500%
PT/ = c + > C
-,' (1 -I- r)r
PV 1$80,898 'Present Value of Costs
Cost Summary Table
UV Replacement
Year Annual Fee Operations Fee Sample Cost Pumping Cost Cost Ct Total Ct PV
Increase 5%every 3 Increase 3%yearly Increase$50 every 5 Increase 3%yearly Annual Incurred Costs Annual Discounted Total Discounted Present Value of
years years ($) Cost($) Costs($) Costs($)
1 60 500 200 0 125 885 863 863 64,213
2 60 500 206 0 129 895 852 1,715 65,065
3 60 500 212 0 133 905 840 2,555 65,905
4 60 525 219 0 137 940 852 3,407 66,757
5 60 525 225 300 141 1,251 1,106 4,512 67,862
6 60 525 232 0 145 962 829 5,342 68,692
7 60 551 239 0 149 999 841 6,182 69,532
8 60 551 246 0 154 1,011 830 7,012 70,362
9 60 551 253 0 158 1,023 819 7,831 71,181
10 60 579 261 350 163 1,413 1,104 8,935 72,285
11 60 579 269 0 168 1,076 820 9,755 73,105
12 60 579 277 0 173 1,089 810 10,564 73,914
13 60 608 285 0 178 1,131 821 11,385 74,735
14 60 608 294 0 184 1,145 810 12,195 75,545
15 60 608 303 400 189 1,559 1,077 13,272 76,622
16 60 638 312 0 195 1,204 811 14,083 77,433
17 60 638 321 0 201 1,220 802 14,885 78,235
18 60 638 331 0 207 1,235 792 15,677 79,027
19 60 670 340 0 213 1,283 803 16,480 79,830
20 60 670 351 450 219 1,750 1,068 17,548 80,898
22,976

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Attachment J
Local Government Review Forms

AWT
Engineers and Soil Scientists
Agri-Waste Technology,Inc. June 27, 2024
501 N Salem Street,Suite 203,Apex, NC 27502
agriwaste.com I 919.859.0669
Ms.Wanda Page
City Manager
City of Durham
101 City Hall Plaza
Durham,NC 27701
RE: Local Government Review Form Application for Discharge System
Teasley Residence— 112 Breedlove Ave, Durham,NC 27703
Dear Ms. Page,
Enclosed please find a Local Government Review Form required for an Authorization to
Construct application supporting a proposed wastewater treatment system. The proposed
system will be permitted under the NCG550000 General Discharge Permit for Single Family
Residences. The proposed system will serve a 3-Bedroom Single Family residence (SFR)
located in Durham County, North Carolina. The proposed system will incorporate
chlorination and dechlorination into the existing sand filter discharge system that currently
serves the residence.
This site has been deemed unsuitable for ground absorption sewage treatment systems by
Durham County Public Health due to unsuitable site and soil characteristics. It is my opinion
that a wastewater treatment system covered by the General Discharge Permit is the only
technologically and economically feasible option for this residence.
Please complete the enclosed form for inclusion in the application for the proposed system.
The residence is located in Durham County.
Please note that this form is only meant to determine zoning/jurisdiction information
for the county and does not indicate your approval of the proposed system.
I appreciateyour time and efforts in completing this form. If you have any questions or
PP P g
comments, please feel free to contact me at 919-859-0669.
Best Regards,
Scott P. Jones, P.E.
Sr. Project Engineer

Teasley Residence
112 Breedlove Ave, Durham,NC 27703
Attachment A. Local Government Review Form
General Statute Overview: North Carolina General Statute 143-215.1 (c)(6) allows input from local governments in the
issuance of NPDES Permits for non-municipal domestic wastewater treatment facilities. Specifically, the Environmental
Management Commission(EMC)may not act on an application for a new non-municipal domestic wastewater discharge facility
until it has received a written statement from each city and county government having jurisdiction over any part of the lands on
which the proposed facility and its appurtenances are to be located. The written statement shall document whether the city or
county has a zoning or subdivision ordinance in effect and (if such an ordinance is in effect)whether the proposed facility is
consistent with the ordinance. The EMC shall not approve a permit application for any facility which a city or county has
determined to be inconsistent with zoning or subdivision ordinances unless the approval of such application is determined to
have statewide significance and is in the best interest of the State.
Instructions to the Applicant Prior to submitting an application for a NPDES Permit for a proposed facility,the applicant
shall request that both the nearby city and county government complete this form. The applicant must:
• Submit a copy of the permit application(with a written request for this form to be completed)to the clerk of the city and
the county by certified mail,return receipt requested.
• If either (or both) local govemment(s) fail(s) to mail the completed form,as evidenced by the postmark on the certified
mail card(s),within 15 days after receiving and signing for the certified mail,the applicant may submit the application to
the NPDES Unit.
• As evidence to the Commission that the local government(s) failed to respond within 15 days,the applicant shall submit
a copy of the certified mail card along with a notarized letter stating that the local govemment(s)failed to respond within
the 15-day period.
Instructions to the Local Government The nearby city and/or county government which may have or has jurisdiction over
any part of the land on which the proposed facility or its appurtenances are to be located is required to complete and return this
form to the applicant within 15 days of receipt. The form must be signed and notarized.
Name of local government City of Durham
(City/County)
Does the city/county have jurisdiction over any part of the land on which the proposed facility and its appurtenances are to be
located? Yes [ ] No[ ] If no,please sign this form,have it notarized,and return it to the applicant.
Does the city/county have in effect a zoning or subdivision ordinance? Yes [ ] No[ ]
If there is a zoning or subdivision ordinance in effect,is the plan for the proposed facility consistent with the ordinance? Yes [ ]
No[ ]
Date Signature
(City Manager/County Manager)
State of ,County of
On this day of , ,personally appeared before me,the said
name to me known and known to me to be the person described in
and who executed the foregoing document and he(or she)acknowledged that he(or she)executed the same and being duly sworn
by me,made oath that the statements in the foregoing document are true.
My Commission expires .(Signature of Notary Public)
Notary Public(Official Seal)
EAA Guidance Document Revision:April 2014
Page 9 of 8

EngineersAIM"
andSoil Scientists
Agri-Waste Technology, Inc.
501 N Salem Street, Suite 203,Apex, NC 27502 June 27, 2024
agriwaste.com I 919.859.0669
Dr. Kimberly J. Sowell
County Manager
Durham County
200 East Main Street
3rd Floor,Old Courthouse
Durham,NC 27701
RE: Local Government Review Form Application for Discharge System
Teasley Residence— 112 Breedlove Ave, Durham,NC 27703
Dear Dr. Sowell,
Enclosed please find a Local Government Review Form required for an Authorization to
Construct application supporting a proposed wastewater treatment system. The proposed
system will be permitted under the NCG550000 General Discharge Permit for Single Family
Residences. The proposed system will serve a 3-Bedroom Single Family residence (SFR)
located in Durham County, North Carolina. The proposed system will incorporate
chlorination and dechlorination into the existing sand filter discharge system that currently
serves the residence.
This site has been deemed unsuitable for ground absorption sewage treatment systems by
Durham County Public Health due to unsuitable site and soil characteristics. It is my opinion
that a wastewater treatment system covered by the General Discharge Permit is the only
technologically and economically feasible option for this residence.
Please complete the enclosed form for inclusion in the application for the proposed system.
The residence is located in Durham County. Please note that this form is only meant to
determine zoning/jurisdiction information for the county and does not indicate your
approval of the proposed system.
I appreciate your time and efforts in completing this form. If you have any questions or
comments, please feel free to contact me at 919-859-0669.
Best Regards,
Scott P. Jones, P.E.
Sr. Project Engineer

Teasley Residence
112 Breedlove Ave, Durham,NC 27703
Attachment A. Local Government Review Form
General Statute Overview: North Carolina General Statute 143-215.1 (c)(6) allows input from local governments in the
issuance of NPDES Permits for non-municipal domestic wastewater treatment facilities. Specifically, the Environmental
Management Commission(EMC)may not act on an application for a new non-municipal domestic wastewater discharge facility
until it has received a written statement from each city and county government having jurisdiction over any part of the lands on
which the proposed facility and its appurtenances are to be located. The written statement shall document whether the city or
county has a zoning or subdivision ordinance in effect and (if such an ordinance is in effect)whether the proposed facility is
consistent with the ordinance. The EMC shall not approve a permit application for any facility which a city or county has
determined to be inconsistent with zoning or subdivision ordinances unless the approval of such application is determined to
have statewide significance and is in the best interest of the State.
Instructions to the Applicant: Prior to submitting an application for a NPDES Permit for a proposed facility,the applicant
shall request that both the nearby city and county government complete this form. The applicant must:
• Submit a copy of the permit application(with a written request for this form to be completed)to the clerk of the city and
the county by certified mail,return receipt requested.
• If either(or both) local government(s) fail(s) to mail the completed form,as evidenced by the postmark on the certified
mail card(s),within 15 days after receiving and signing for the certified mail,the applicant may submit the application to
the NPDES Unit.
• As evidence to the Commission that the local government(s) failed to respond within 15 days,the applicant shall submit
a copy of the certified mail card along with a notarized letter stating that the local government(s)failed to respond within
the 15-day period.
Instructions to the Local Government The nearby city and/or county government which may have or has jurisdiction over
any part of the land on which the proposed facility or its appurtenances are to be located is required to complete and return this
form to the applicant within 15 days of receipt. The form must be signed and notarized.
Name of local government Durham County
(City/County)
Does the city/county have jurisdiction over any part of the land on which the proposed facility and its appurtenances are to be
located? Yes No If no,please signthis form,have it notarized[ ] [ ] �, ,and return it to the applicant.
Does the city/county have in effect a zoning or subdivision ordinance? Yes [ ] No[ ]
If there is a zoning or subdivision ordinance in effect,is the plan for the proposed facility consistent with the ordinance? Yes[ ]
No[ ]
Date Signature
(City Manager/County Manager)
State of ,County of
On this day of , ,personally appeared before me,the said
name to me known and known to me to be the person described in
and who executed the foregoing document and he(or she)acknowledged that he(or she)executed the same and being duly sworn
by me,made oath that the statements in the foregoing document are true.
My Commission expires .(Signature of Notary Public)
Notary Public(Official Seal)
EAA Guidance Document Revision:April 2014
Page 9 of 8

USPS TRACKING#
• First-Class Mail
IPostage & Fees Paid
USPS
Permit No. G-10
9590 9402 6704 1060 1869 48
United States • Sender: Please print your name, address, and ZIP+4') in this box
Postal Serviceir4 �-
di,4)
O'f), C I -G; e7)
`01 r S rE
4g-t4e k(C _,275DL
.r.•:r l � L., 1111111ls1111'11t1 '1111►1 'V1+11111111111►111si ,11> >11i. 11111s11)
' i.

•
SENDER: COMPLETE THIS SECTION COMPLETE T.-IIS SECTION ON DELIVERY
• • Complete items 1, 2, and 3. A. S. r:
• Print your name and address on the reverse X
1 Aill .so that we can return the card to you. 0 Agent
❑ Addressee
• Attach this card to the back of the mailpiece, B. R •e nted Janie) C. D4te Delivery
or on the front if space permits. fSverY
9-A
1. Article Addressed to: D. Is delivery address different from item 1? El es
bc K1104-t) �� If YES, enter delivery address below: ❑ No
N v C O .it a.tq t---
2 L" etQ,N.... •S-r FL3
‘.-0,..,11r. N.C, z 7 '7' 1
3. Service Type 0 Priority Mail Express
-3i 11111
t Adult Signature 0 Registered MaiIT""
❑ Adult Signature Restricted Delive ry El Registered Mail Restricted
9590 9402 6704 1060 1869 48 ❑ Certified Mail® Delivery
0 Certified Mail Restricted Delivery 0 Signature ConfirmationTM
0 Collect on Delivery 0 Signature Confirmation
2. Article Number (Transfer from service label) L 1 Collect on Delivery Restricted Delivery Restricted Delivery
0 Insured Mail
9'/ir., S'//2 /^Ja,O L1 73 7 U CLc 1 �( ❑ Insured Mail Restricted Delivery
v (over $500)
PS Form 3811 , July 2020 PSN 7530-02-000-9053 Domestic Return Receipt

Attachment K
Plans and Specifications for the Proposed Discharge System

ANAPIT
FINAL DESIGN
Engineers and Soil Scientists NOT RELEASED FOR
Agri-Waste Technology,Inc. CONSTRUCTION
501 N Salem Street,Suite 203,Apex,NC 27502
agriwaste.com I 919.859.0669
112 Breedlove Ave.
Durham, NC 27703
Durham County
Plans and Specifications for Discharge System
'f7
s(u
024582
%,GHQ p�1
Date: August 14, 2024
Design Engineer: Kevin D. Davidson, P.E.
Agri-Waste Technology, Inc.
501 N. Salem Street, Suite 203
Apex, NC 27502
Office: 919-859-0669
Direct: 919-367-6318
Email:[e-mail]

AI A/T
FINAL DESIGN
Engineers and Soil Scientists
NOT RELEASED FOR
Agri-Waste Technology,Inc. CONSTRUCTION
501 N Salem Street,Suite 203,Apex,NC 27502
agriwaste.com I 919.859.0669
112 Breedlove Ave.
Durham, NC 27703
Durham County
Plans and Specifications for Discharge System
• Narrative Description of Discharge System
• Design Spreadsheets
• Drawings of Proposed System
• Access Riser Adapters, Risers, Lids
• Effluent Filter Specification
• Chlorinator/Dechlorinator Specification

Narrative Description
of
Discharge Treatment System
The Discharge System that has been designed considers the following components:
-Existing Septic Tank
-Existing Sand Filter& Distribution Box
-Chlorinator
-Contact Chamber
-Dechlorinator
-Discharge Outlet
It is recommended that a Certified Operator be contracted to maintain this system.
Septic Tank
The existing septic tank serving the residence will undergo an inspection.The tank will be pumped
and leak tested as part of the inspection. If the existing septic tank is used,a new 24"Orenco Riser
with a concrete slab fitting will be installed on the outlet end of the tank. A new 4" effluent filter
will be installed in the outlet end of the septic tank as well. As long as the existing inner lids of
septic tank are maintained, safety nets will not be required. All wastewater from the single-family
residence,including greywater,will be routed into the septic tank. Waste that exits the septic tank
will flow via gravity into the distribution box. It is recommended that Orenco Systems riser-
adapting risers, lids, and effluent filter be used. Sectional risers are not recommended.
Distribution Box
Effluent from the existing septic tank flows via gravity into the existing distribution box (d-box)
feeding the sand filter. Pending the completion of a physical inspection, the existing d-box will
continue to be used. The d-box is a small, concrete enclosure with one inlet port and three outlet
ports positioned to equally dose each drainline entering the sand filter.
Sand Filter
The existing single-pass sand filter will continue to be used as part of this system. Three distribution
lines run through the filter to evenly distribute effluent over the sand filter bed. The exact location of
the existing sand filter shall be determined in field. Discharge from the filter will run via gravity in a
single 4" SCH40 PVC line to the chlorinator.
Treatment Components
Disinfection for the system will be accomplished using a new chlorinator,chlorine contact chamber,
and dechlorinator installed in series on the effluent discharge line just before reaching the discharge
outlet. The effluent discharge lines will maintain a minimum 18"burial below finished grade,but
access ports on the chlorinator and dechlorinator will extend above the finished grade to ensure ease
of maintenance. All components will be placed on a bed of gravel.
1

The chlorinator consists of a chlorine tablet feeder located in line with the effluent flow path,as well
as a feed tube running vertically and extending above the ground surface. The feed tube is encased
by a 4" SCH40 PVC pipe. Effluent will pass through the chlorinator, making contact with the
chlorine tablets, and then continue via gravity into the chlorine contact chamber.
The contact chamber will be composed of a 30"concrete well cover,with a concrete lid and sealed
concrete base. The chamber will contain one inlet,fed by the chlorinator,and one outlet,feeding the
dechlorinator. The inlet and outlet elevations will be set to allow for a minimum contact time of 30
minutes (based on the average daily flow) before exiting the chamber. A baffle wall will be
constructed within the center of the chamber, containing a single flow-through hole. This flow-
through hole serves to ensure proper contact time within the chamber and to prevent short-circuiting
of flow.
Flow exiting the contact chamber will flow via gravity into the dechlorinator. The dechlorinator will
be of the same construction as the chlorinator. Differing from the chlorinator,the dechlorinator's
feed tube will be stacked with dechlorinating tablets(typically sodium sulfite). Effluent from the
dechlorinator will flow via gravity to the discharge outlet.
Discharge Outlet
The existing system's discharge line runs to a drainage feature on the subject property. Riprap will
be placed at the discharge location to provide aeration of the water as it is discharged and also as
erosion protection. Vegetation and debris should be kept clear of the discharge location. A grate
will be installed on the discharge pipe to prevent animals and rodents from entering the discharge
pipe.
2

Discharge Wastewater Treatment System Design Calculations
PROJECT: Teasley Residence
Location: 112 Breedlove Ave
Durham, NC 27703
County: Durham County
DAILY FLOW ESTIMATE
Flow/Unit
#of Units I Units (gpd/unit) Flow/Day(gpd)
3 BR 120 360
TOTAL DAILY FLOW (Q) = 360 gpd

Discharge Wastewater Treatment System - Elevation Calculations
PROJECT: Teasley Residence
Location: 112 Breedlove Ave
Durham, NC 27703
County: Durham County
Elevation Determination Sheet
Site Elevation Readings Distribution Box &Sand Filter
Approximate Elevations Elevation Pipe Length from ST to Ex. D-Box 7.00 ft
Dranline Invert at House(Assumed) 14.00 ft Cover over D-Box 4.00 ft
GS at Ex. Septic Tank 15.20 ft Elevation at D-Box 9.46 ft
GS at Ex. Sand Filter 13.20 ft Slope of Line from ST to D-Box 42.71%
GS at Ex. Distribution Box 13.46 ft Elevation at Sand Filter Inlet Invert 5.20 ft
GS at Chlorination 5.45 ft Approx. Length of Sand Filter 50.00 ft
GS at Dechlorination 5.45 ft Elevation at Outlet Invert 4.95 ft
Elevation at Discharge Invert -2.65 ft Discharge Point
Septic Tank Approx. Pipe Length from D-Box to Chlorinator 90.00 ft
Ground Surface at Ex. Septic Tank 15.20 ft Cover over Chlorinator 1.5 ft
Cover over Septic Tank 20.00 in Elevation at Chlorinator Inlet Invert 3.95 ft
1.67 ft Pipe Slope to Chlorinator 1.11%
Elevation at top of Septic Tank 13.53 ft Cover over Dechlorinator 1.75 ft
Distance to Inlet Invert from Top 0.92 ft Elevation at Dechlorinator Outlet Invert 3.70 ft
Elevation at Inlet Invert of ST 12.62 ft Pipe Length from Dechlorinator to Discharge 54 ft
Approx. Drainline Length From House 35.00 ft Pipe Slope from Dechlorinator to Discharge 11.76 %
Slope of Line from House 3.95 %
Distance to Outlet Invert from Top 1.08 ft
Elevation at Outlet Invert of ST 12.45 ft

eas ey Residence — Surfcce Discncrce EAWT
Aohw .e<
�� N nn59-0lna zISM.
919 e540fie9
•w aglwa.le<an
Project Location: 112 Breedlove Ave TeaselyResidBGB
Durham, NC 27703 Sala.Usharge
Own klo.^o.0
Durham County
IE7 B,.Nlata
Parcel ID: 158990 „„, MOO
ar.
)mm Nr rRe_�9,59,5
SITE
P•aanl,Inlowalan'.
EE1 om.NCr 0.
Durham,NC 27703
Project Owner: Jack Teasley Durham 15el,,N
.:110,Se990
112 Breedlove Ave
PROFESSIONAL ENGINEER SEAL
Durham, NC 27703
(919) 596-2975
[e-mail]
mynae,.
seated aE by NAM.
VICINITY MAP a A.;°:21.
Project Consultants: Kevin D. Davidson, P.E. N„m.eam�•.na
amlaiImmd nen.EaM
aa.la��marant.
[e-mail]
Chris vlcCee, L.S.S.
[e-mail]
411.1 DESIGN
Agri—Waste Technology, Inc. AOE RELEASED FOR o°„SIPLC
501 N. Salem Street, Ste 203 Sheet Index
Apex, NC 27502
(919) 859-0669 Sheet 1 : Cover Sheet
(919) 233- 1970 Fax Sheet 2: Property Layout
Sheet 3: Component Layout
System Overview: 360 gpd Single—Family Residence Sheet 4: System Details
Design Standard — Discharge TIE
Single—Pass Sand Filter Cover Sheet
DRAM BY CREA,ED ON.
with New Ch arinatian Deahlarinatian Manson I/t D/1014
PENSED BY REVISED ON:
811 PELOS O AY PELEakD ON
WW-1

/' NO TE: AWF
Enaln•ere end Soli SClanl Ms
FeRW ieYeNndoe,.Inc
so, ^.,n e,�e.eeee:oa
`` % -'Existing Septic Tank Will Be Pumped as Part of Tank' ^^• ^^^=••m•
e,aesaaeaw
\ I Inspection. If Tank Passes Leak Test and is Used,
1e e0
=A�= ---- s / Receipt of Pumping Service Will Be Submitted.
• iVIIli ' • j Tensely Residence
' I \S�rl�k'f< / n surface Discharge
e I C / / If Existing Tank is Used, New 24 Orenco Riser with , ,.,,,b,�,„,,
Concrete Slab Fitting, and New 4 Effluent Filter Willo;aeT"„�;,�;
I / / 7. ' Be Installed On the Outlet End of The Tank. ONTO
droNeednee Tor
T Nab,
% '/ r p�113 B--..
f /I / } / EXISTING SEPTIC TANK >KN (j I (VERYGREYWATERIS / \ ]- Nreal a,xo�
® ____ I // CONVEYED TO SEPTIC TANK)
y NEW CHLORINATION/ \
\ W /' / ®` j / / DECHLORINATION \ \ \\ aBorEsSaNA ENGINEER SEAL
u y I �/(` r i L,
Wiu ; i :11\'\
1pRapl + \ T,,a` o;QI / Lf1....\51:CA\IRA;:i
W;m i N.II i
of /LyvNj \ UP ro,eaasm•.M..
1 W ' 1 * \� eblea 6y Keen DMNon.
iy\
II.n� iT,,_ __1� 1 � ��F NC PE•026582
an August ta.IO¢a.
_ nee medium shell rot
_ I •; .• i I' �� ``�. ae oonuaerean ayW.,d
'-'-.- -..-L.L. l' :( \
melee clod/mom
\ I '4,,b, /aim
\ ; , g �?
i i � � NEW RIPRAP AND GRATE
iiij\
` ✓' GAGE , i AT DISCHARGE POINT
k\ .—__---- ENCLOSURE ; 1 .._� FINAL DESIGN
�\ \ \ ( ' 1!
; ,..�� �._ 1 �, �3 \\ Rel. IMF,. .spew
''11 \ \
`�' APPROX. LOC ATION OF 1 Pao x / `�� \ \\
EXISTING FILTER BED LyNE , 4/ f �•l
\ \ .
(LOCATION TO BE ` /
70
\\ VERIFIED IN FIELD) \ \ \\
1 t
I
! ,\ \` � `, 1 ;L SHEET not
co co
v's •34a, \A Q �. 'I I,t Property Layout
tD y,� y7 M M Nl O ,., G, Q M I I
\` \
I ' ` \ \ ,\ il\ ' �I I DRA1B!9Y: CREATED Ck:
0 30' / 60' ,\ \ I.uanwr 7/t7/102e
11.
"N I ,\ I RENSED BY: ROPED DN:
4
t RELEASED BY: RELEASED ON:
Q PROPERTY LAYOUT DRAMNG NLeBER
SCALED FOR 11"X17" SHEET WW-2

A NOTE: [� ^W
C FANOU' P/CO E inaxf and Soil Scientists
Awe..Tercendcpy.Inc
/ / Existing Septic Tank Will Be Pumped as Part of Tank ONE
Apa.N°a GOF.l 5001N Salem Street.Suite ta
I/ 9,9 S59 ae9
w Inspection. If Tank Passes Leak Test and is Used, °an°m°°�^
w�U Receipt of Pumping Service Will Be Submitted.
�, /, .gal°�� ieasely Residence
N/ /\• E Surface 3i9cNorga
Q 1\5.
h6 �Z c,4' I c.I m If Existing Tank is Used, New 24" Orenco Riser with M-�
' Sec I d,lV) Concrete Slab Fitting, and New 4" Effluent Filter Will • Jack
tineee:A.
-NEW CONTACT CHAMBER', Dana,NC 9,703
Be Installed On the Outlet End of The Tank. (91+)596-7973
O I VERIFY GREY WATER LINE
NEW DE-CHLORINATOR'. r"'�'��'»"`'"
'� IS TIED INTO SYSTEM "°D'",', .�.
I NEW CHLORINATOR =d��NC 0
•
Oman Calmly,NC
Neal ID I58990
•
/ EXISTING PROFESSIONAL ENGINEER SEA_
W SEPTIC TANK
NEW 24"
ORENCO EXISTING DRAINLINE
RISER (TO DISCHARGE)
EXISTING �', - - f TA.decumece..a
CONCRETE _-, _ 5 A - _ aaa+haal+a
RISER I G ...w eYtwm a.a.aa
ING PE•02dsd2
i \NEW 4" BIOTUBE ��� __ � �__ � q E anA,gaTd,mTa.
,EFFLUENT FILTER `-� T TM.nvdN.n Owlnot
/ _ oa conMnaa a salad and
EXISTING —_ ii1 "i°d°O'" "
I D-BOX GK
i GA 3AG E nNA DESIGN
/ APPROX. LOCATION OF— —EXCAVATE SWALE NOT R7EASE010 CONSTRUCTION
/ EXISTING FILTER BED P Nf/C NTO DITCH BANK rsL' 'tt ^�
ENCLOSU �E ROP F'P "BDR
__ (LOCATION TO BE VERIFIED LIN ERTy C/ M e
NE
nn:m»
leN
DRA
6 ASEMENT IN
f
PP p°
0\SCN
PR
GE�,NE uP,c° r ....
TREE
• '. Ey,�ST�NO
,,RE—ROUTE DISCHARGE LINE TO / INSTALL GRATE ON SHEET n>'_E
',DISCHARGE ONTO SUBJECT END OF LINE
PROPER PROPERTY Component Layout
LINE DISCHARGE POINT _
WI STABILIZATION
10' 20 P
R 0 — (2 X6 RIPRAP) DRAWN 3T CREATED I
` O I.Nana9r. 7/I2/2014
REVISED BY: REVISED OV:
0 NT LAYOUT
RELEASED Al: RELEASED ON:
COMPONE
Q DISCHARGE POINT WITH RIPRAP
..m DRAWING NUMBER I
SCALED FOR 11"X17" SHEET WW_3 1

nog., AWF
I. Boundary information based on Plot Book 112,Page 119 of Durham County Register of Deeds.Location of existing septic components Engineers and Soil Sclmbars
token from Engineering Survey. A9n.vs.h Tem..,inc
501 N Seem Steal.Suite 203
2. Septic Tank to hove approved 4.Orenco Effluent Fitter. Or.,Npmo,.Ln•17502
919 R9adw
3. Treatment system to be 100'iron,any Cell(50'from existing on-site*ell), 15'from on-site residence,and 5'Iron,on-site goroge. "'"'"'pAYee`°cow
Verification of these setbacks to be performed by coniroclor.
4. Controctor anon backfill oround oil access 0.0s such that storm water Ts shed Dray from potential entry points. Tensely Residence
Clean,Tamped Backfill 5. Meet elevations of oil components to be verified in field by contractor to ensure proper operation. Surface Discharge
4"SCH 40 PVC
Class B Rip Rap 6. All system piping to be SCH40 PVC except where noted Dons Inlonwtbr:
W/Grate JP Paley
L L 1 [ AIn2 Sp*
ti. -tie +. ti. + tir ti. ^ 7, gravity elbows to be long radius or long sweeping lrpe Nbows. ern 0
ieWii,( • I• , • I 4 [phone]
r�•_�.•S;s=L=-I•y���.'I•�+��rZ+— 8. Actual inatalbtbn one pocement of treatment system to be overseen by Controctor. j30•1•1941p,c.n.co.
�f t W WA.P ' -' 9. Use Class•'B'erosion control stone for structural bode for outlet stabilization structure.Use/5 or/57 alone for sediment control. P, Infornotoo ape ly
•11P�—•�-.1-. 111 fireeon 0(a A 5
,A l�z Z�Z 10. Dixnarge line must be covered to a minimum depth of 16'.Dixharge pipe outel to have grate. Donwm.NC 1770!
#57 Gravel anam Cello AC
liter Fabric ! t r. Flow from the receiving drainage feature back into the system,Noll be prevented. %rch ID 15e990
lean,Tamped BackfillUndisturbed Earth 12. Engineer Inspection required during system instulloticn and at find completion.
PROfESSONAL ENGINEER SEAL
13. Contractor to seed and/or mulch disturbed oreos to coincide wiU existing landscape. Area shall not be left with uncovered soil.
14. Upon system completion,Contractor to supply Engineer with documentation of
iostolblien and o signed letter indicating system was installed per approved design
or noting any devotion from opproved design.
Not to scale 15. Water spigot to be located on exterior of facility within 50'of the septic tank.
16. All wastewater from the foc9ay,including greywoter,is to be conveyed to the septic took.
- - TN...1or,.,..W.
Q.Discharge Riprap Detail Notes NM1ep,egoe0en9
pled M x..e.Dpb.m.
NC R£•02.ee91
w,Mud 1470pe.
T,M meteor,.1M11,xa
S.mn..frtl•.egned.r.1
pr Nei In Coon Atc.. Sete Ne Nt• read...nee.
Ten ewe dw no codex en
lte.Lb Pew�� decree hd��.,, aass wurornnos r_nw . ►` 1 � ., . d+ y \It\Hi.
iiiiitDove Surface - y441yy ifyy
�� �►�A
wrue T rr r 1 nnu DM.
,w..`c ,..� .r� for RE.:ASED role cas•Rx TDN
>p Deer er
,a„ u w.PP. 11
ore M. •co.C.V. - n, c.,r.o, Ixs.r.,e>w
sA
,.... d In.V. t t
CONTACT WOOER Ire rear
Y�
1.1. ewp.w PP,avdp.a o 0.e et .a 4'90010 Plc/ rwar� r���s u�„_y, ►� u.. -
I.2. .o....'wipe eitri tee ewlaw et dew 10 tees From sane filer y yoanRlNAIaR y OfCmy y To Mew arrha.9.
ppulesme a4. el me Pp.end 00 m NOTE: At,.It Sled) �_ g It Sled)
lod Soup PP.•ep St Pen a pry :.-i
e pad et ode w" "' Safety Nets Not dC'�,`
z.PUP.. Y e.rwt/e :e:er1e:n:n:•:w
i1. p,Mer. e...dMNeve yw,d 30•DIR. .•. •.•-•.
,tit the Peter. Y to ear e1 Required If 4 Growl s.w rib
waters:
MP.M teller r.w sole w. Nell The /'Gdw1 or 5oM Bed
111M1It M ws.eirCIO.died me rive Existing Inner ter „�,Mor.N. SHEET mu —
3-Z FeixTetimo0re x too re,ma W seer nn„sr N M.d M le.M zit i We1o19M Sedont
.w�pu.errMreslhde d.,.• Lids at Existing / n.ce System Details
(allot-k-otorio.)s Ps.Suge
;M w;etet0:,eea;lo• Septic Tank Are '^�.,u
11 :;•Pee.t.r.O..y.t•IMP*lel» Maintained.
IIT Al r.ea.M1.-edret.r+hl .:I:e:e:.:1:.:e:e:1:.:..:e:e:e:1e1.1.Z
SA. a e^Ood e..rdx...w11 r..r see, I:.:.:f:.:i:i:is i:i:i:i:i:.:i:i.�:i:. -COSEE ERR R.4C BP FOR txci n to oC X 101.30011WR DRAWN Br: CREA1E0 ON:
OOre 1e mek.a adapter e w lee causer -CONTACT lI At WC CONSTRUCTED 10 AMIIDE IAk WARE
11 Pr Y rpm
5d0 me.a k�w1 an.rY.M
t. 6'Growl Bolt lA1ad,Boss i ATR 9AIRE a�eles0 if COfTreJC1ED a CONCRETE,
i.USEDIromo REVC OO
I.G...•.t ,w Pk
+w Pp M pare as 1RFAICD 5ndc 99 55051101E REUSED BY: RENSE7 ON:
over.
Not to scale Not to scale RELe"s=o BY: RELEASED GN:
— DRAWING NUMBER
QSafely Net(install in Septic Tank Risers) ®Treelment Detail
. ._ .--.._ WW-4

Orenco Technical Data Sheet
SYSTEMS
Access Risers - Ultra-RibTM
Applications General
Orenco's Access Risers provide access to septic tank openings and Orenco Ultra-Rib'"Access Risers are constructed of ribbed PVC pipe
can be cast into the tops of concrete tanks,bonded in place,or bolted and are available in 12-,18-,21-,and 24-in,diameters.They can be
down using a riser tank adaptor.They can also be used as valve ordered in 3-in.(76.2-mm)increments in lengths up to 13 ft(3.96 m)
enclosures. for 12-and 18-in.diameter risers,and up to 14 ft
(4.27 m)for 21-and 24-in,diameter risers.Orenco Ultra-Rib riser
pipe is also available in truckload quantities.A complete line of Orenco
pipe-cutting tools makes it easy to fabricate risers in your shop or in
the field
RR24XX (1) - To be
p Standard Models installed at outlet using
RR12XX,RU18XX,RR21XX,RR24XX concrete slab adapter
Impo Adjust riser height to be
Product Code Diagram 6" above grade.
•
_ T
I Discharge grommet option,in.(mm):
Blank = no discharge grommet
10 = 1(25)
12 = 1%(32)
15 = 1 Yx(38)
20 = 2(50)
Splice box grommet or splice box options(choose one):
Blank = no grommet or splice box
or
S = grommet installed,l-in.(25-mm),fits SB1-SB4
L = grommet installed,114-in.(32-mm),fits SB5-SB6
SX = hole drilled for Orencoo external splice box,
or
S1 = grommet and S81 intemal splice box installed
S2 = grommet and SB2 intemal splice box installed
S3 = grommet and SB3 internal splice box installed
S4 = grommet and SB4 internal splice box installed
L5 = grommet and SB5 internal splice box installed
L6 = grommet and SB6 internal splice box installed
or
XS = grommet and simplex explosion-proof splice box installed,
XD = grommet and duplex explosion-proof splice box installed,
Xr = grommet and triplex explosion-proof splice box installed,
Riser height in inches(3-in.increments standard)
Riser diameter:
12= 12-in.(300-mm)*
18= 18-in.(450-mm)*
21 = 21-In.(525-mm)
24= 24-in.(600-mm)
Riser type code:
Construction
R = 12-in.(300-mm),21-in.(525-mm),and 24-in.(600-mm)diameters
Materials of Construction u = 18-in.(450-mm)diameter
PU= bulk Ultra-RibTM pipe,all diameters
Ultra-RibTM PVC Pipe: PVC Riser,Ultra-Rib"
Not intended for use over pump vaults
Requires minimum 18-in.(457-mm)riser height
Specifications ,For Class I Division I environments
Model RR12XX RU18XX RR21XX RR24XX
I.D.,in.(mm) 11.74(298) 17.65(448) 20.50(521) 23.50(597)
Wall Thickness-excluding ribs,in.(mm) 0.10(3) 0.19(5) 0.25(6) 0.25(6)
0.D.-including ribs,in.(mm) 13.13(334) 19.44(494) 22.63(575) 25.63(651)
Weight,lbs per ft(kg per m) 5(7.4) 11 (16.4) 15(22.3) 19(28.3)
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com N7D-RLA-RR-2
Rev.3.0,®03/17
Page 1 of 1

Orenco Instructio
SYSTEMS
PVC Riser Installation
Installing PVC Access Risers onto Cast-In Orenco® Riser-Tank Adapters
Access risers provide access to septic tank openings,simplifying inspection and maintenance procedures.Access riser-to-tank connections
must be watertight for the proper functioning of an onsite septic system or effluent sewer system.Orenco strongly recommends watertightness
testing of all access riser-to-tank connections after installation.
Following are instruction sets for prepping and installing access risers, installing grommets, and selecting adhesives for riser installations.
Refer to the chart below to determine which instruction set to use.
Instruction Set Page
1. Riser Preparation 1
2. Grommet Installation 2
3.Riser Installation—PRTA24-2 Adapters 3
4.Riser Installation—RRFTA24, RRFTA30,PRTA24, PRTA30, FRTA24-RVF, and FRTA30-FRP Adapters 4
5. Riser Installation—Orenco FRP Tanks with 24-inch-Diameter(600-mm) Risers 5
6.Riser Watertightness Testing 6
7.Adhesive Selection and Quantities 7
Instruction Set 1: Riser Preparation
Step 1:Determine Riser Height 0
Determine riser height
Determine how high the riser needs to be.
• The top of the riser should be about 3 inches(75 mm)above finished grade 3 inches(75 mm)
after installation and backfilling—This allows 2 inches (50 mm)for tank 3 =
settling and 1 inch (25 mm)for ensuring drainage away from the riser.
Oo I
Step 2: Cut Riser to Size (if Necessary) o • •c o
If the riser needs to be cut to size,cut it with a circular saw or table saw. a o' 4 op
• Always cut excess length from the bottom of the riser. '•' ' p <
p o, o'G
• For square, even cuts, a good fit,and a watertight joint between the riser o , o .
and the adapter, use an Orenco riser-cutting saw guide. O o '
• To install risers less than 30 inches (760 mm)wide onto 500-gallon
(2000-L) Orenco FRP tanks, cut the riser so it fits into the tank and the
lowest rib rests on the tank's top,as shown.
Step 3:Dry Fit Riser to Adapter
Step 3a: Dry fit the riser to the adapter.
• Make sure riser penetrations are the right sizes and in the correct locations.
Step 3b: If the riser is higher than 3 inches(75 mm)above the estimated final I I
grade, cut it to size per the instructions in Step 2.
Step 3c: If the riser is too short, use an Orenco grade ring to extend it. Riser prep for 500-gal.(2000-L)Orenco FRP tanks
Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIN-RLA-RR-1
Rev.7.0,©03/17
Page 1 of 7

Orenco°
S Y S T E MS
Instruction Set 2: Grommet Installation -Grommet for
splice box
Step 1:Mark Access Riser / ) (at 12 o'clock)
Step la: Use the site plans or drawings to find out if riser penetrations are needed.
Step lb: Use the plans or drawing to mark the locations of the penetrations.
• If plans or drawings aren't available, use Drawing 1 b as a general guide
for locating riser penetrations. Grommet for
discharge assembly
Step 2:Drill Holes and Clean Access Riser (at 3 or 9 o'clock)
Step 2a: Drill holes for riser penetrations.
• If you have questions about where to locate various riser penetrations, za
contact your Distributor for more information.
00 Si
Using Orencom RKHS Hole Saws...
Cut the hole and grind the ribs down to make a flat,smooth surface for
installing the grommet. RKHS hole saws
• Make sure your hole saw is the correct size and your drill is at least 18 volts.
• Don't grind too deeply—about 1/16 inch (1.6 mm) is deep enough.
Using Standard Hole Saws ... ,
1: Use the correctly sized hole saw to cut a hole,centered on the mark.
2:Trim the riser ribs back 1 inch (25 mm)from around the hole.
• Use a grinder or cutting tool to notch the ribs through to the riser wall. �=
• Use a hammer and chisel to break off the notched rib sections.
• Use a grinder to make a flat, smooth surface around the hole.
Step 2b: Clean and deburr the hole and flat surface with a wire brush and
deburring knife or tool.
• Be careful not to enlarge the penetration.
Step 3:Install Grommet
Step 3a:Apply a bead of adhesive to the groove in the grommet's outer diameter. -
• For adhesive recommendations, see Instruction Set 7.
Step 3b: Firmly press the grommet into the penetration.
Grommet Hole Sizing Guide
r•
Grommet size, inches(nominal IPS pipe size) Hole saw size 0 ea. .1
1/2 1
3/4 1-1/4 '[t
1 1-9/16
1-1/4 1-3/4
1-1/2 2-1/8
2 2-3/4
3 3-7/8 t..
4 5
For more information on grommet dimensions and actual pipe O.D.,see the Orenco Technical Data
Sheet for grommets,NTD-RLA-PG-1
NIN-RLA-RR-1 Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com
Rev.7.0,©03/17
Page 2 of 7

,fr PVC Riser Installation Orenco°
Instruction Set 3:
Riser Installation — PRTA24-2 Adapters
Step 1:Prep Adapter Channel and Riser
Step la: Roughen the adapter channel and the bottom surfaces of the riser
with sandpaper.
Cutaway view of Orenco®PRTA24-2,cast into Step 1 b: Use a clean cloth and acetone or alcohol to clean the channel and the
concrete tank with 24-inch(600-mm)access bottom surfaces of the riser,
riser attached
• The channel must be clean and dry for a good fit and watertight joint.
• Let the acetone or alcohol dry completely.
0 1i- Riser adapter
Step 2:Apply Adhesive
channel
Fill the channel with methacrylate adhesive.
ito,. • For adhesive recommendations,see Instruction Set 7.
StepNote:Step 3b:oFluinr'mrseltyauspili
If y ng a themetha bottomcrylateof adhesive thatinto the's non-selchannel.f-leveling, use
enough to fully fill the channel, with no voids in the adhesive.
O
Step 3aIf the riser has penetrations,align the riser correctly.
3ressRiser riser
•t
• Twist the riser back and forth slightly to fully seat it and to create a good bond.
• If the inside seam is not completely filled,add adhesive to form a complete
,,/
fillet.
. Step 3c: Use a tongue depressor, putty knife,or clean cloth to make a good
fillet over the inside seam.
3b � Note:If cold weather conditions or frost heave are a concern at the site,contact
' , ,* a qualified engineer or Orenco for additional recommendations on installing ribbed
,.'' ill. IN ayj
- PVC risers.
. 411111 IMPORTANT Orenco strongly recommends that all tank risers 12-in. (300-mm)
and larger in diameter be equipped with riser safety grates to help prevent
accidental or unauthorized entry.
Step 4: Test Riser Watertightness
Follow Instruction Set 6 of this document for testing the riser's watertightness.
Note: Watertight connections are critical for the wastewater system to function
effectively and efficiently.
Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIN-RLA-RR-1
Rev.7.0,©03/17
Page 3 of 7

Orenco®
SYS T E MS
s ...
Instruction Set 4: - t e;•
Riser Installation —RRFTA24, RRFTA30, PRTA24, ;=m = w
PRTA30, FRTA24-RVF, and FRTA30-FRP Adapters
Step 1:Prep Adapter and Riser _:
Step la: Roughen the bonding surfaces of the adapter and riser with
sandpaper.
Step 1 b: Use a clean cloth and acetone or alcohol to clean the bonding
surfaces of the adapter and the riser.
• The bonding surfaces must be clean and dry for a good fit and watertight joint.
•
• Let the acetone or alcohol dry completely. .
Step 2:Apply Methacrylate Adhesive ,
-41
Apply a bead of methacrylate adhesive to the outside of the adapter.
• For adhesive recommendations, see Instruction Set 7.
Step 3:Install Riser
•Step 3a: If the riser has penetrations,align the riser correctly. ®� "
Step 3b: Firmly press the riser onto the adapter until the bottom of the riser is
resting on the concrete(cast-in adapters) or the adapter flange(bolted-down
adapters).
• Twist the riser back and forth slightly to fully seat it and to create a good bond. ;'`,
Step 3c:Apply a bead of methacrylate adhesive to the inside of the access
riser-adapter joint. -
Step 3d: Use a putty knife,tongue depressor,or clean shop rag to make a
continuous fillet on the inside of the access riser-adapter joint. ► 3c
Note:If cold weather conditions or frost heave are a concern at the site,contact
a qualified engineer or Orenco for additional recommendations on installing ribbed
PVC risers.
•
IMPORTANT Orenco strongly recommends that all tank risers 12-in. (300-mm)
and larger in diameter be equipped with riser safely grates to help prevent •
accidental or unauthorized entry.
Step 4: Test Riser Watertightness
Follow Instruction Set 6 of this document for testing the riser's watertightness.
Note: Watertight connections are critical for the wastewater system to function
effectively and efficiently. .�
V ;-•
-.
r �l
NIN-RLA-RR-1 Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com
Rev.7.0,®03/17
Page 4 of 7

Orenco°
SYSTEMS
Instruction Set 5:
0
Riser Installation — Orenco FRP Tanks with 24-inch-
Diameter(600-mm) Risers
Cross-section detail of adhesive fillet Step 1:Prep Tank and Riser
on inside seam of 1000-gal.(3785-Q
Dtank with 24-inch(600-mm)riser Step 1 a: Roughen the bonding surfaces of the tank and the riser with
lt sandpaper.
Step 1 b: Use a clean cloth and acetone or alcohol to clean the roughened tank
surface and the bottom surfaces of the riser.
• The surfaces must be clean and dry for a good fit and watertight joint.
0 • Let the acetone or alcohol dry completely.
---i Step 2:Apply Methacrylate Adhesive
Cross-section detail of adhesive Apply methacrylate adhesive to the bonding surfaces of the tank and the riser.
fillet on outside seam of 500-gal.
(1890-L)tank with 24-inch • For adhesive recommendations,see Instruction Set 7.
(600-mm)riser
Step 3:Install Riser
Step 3a: If the riser has penetrations,align the riser correctly.
Step 3b: Press the riser into position
• For 1000-gal.through 2000-gal.tanks(3785-L through 7570-L),firmly press
the riser onto the tank opening
• For 500-gal.(1890-L)tanks,firmly press the riser into the tank opening.
• Twist the riser back and forth slightly to fully seat it and create a good bond.
• If the seams aren't completely filled,add adhesive to form a complete fillet.
Step 3c: Use a tongue depressor, putty knife,or clean cloth to make a good
fillet over the seams.
Note:If cold weather conditions or frost heave are a concern at the site,contact
a qualified engineer or Orenco for additional recommendations on installing ribbed
PVC risers.
IMPORTANT Orenco strongly recommends that all tank risers 12-in. (300-mm)
and larger in diameter be equipped with riser safety grates to help prevent
accidental or unauthorized entry.
Step 4: Test Riser Watertightness
Follow Instruction Set 6 of this document for testing the riser's watertightness.
Note: Watertight connections are critical for the wastewater system to function
effectively and efficiently.
Orenco Systems•,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIN-RLA-RR-1
Rev.7.0,®03/17
Page 5 of 7

Orenco
SYSTEMS
Instruction Set 6: Riser Watertightness Testing
IMPORTANT A watertight tank and watertight riser-to-tank connections are
m Watertightness test
critical for the wastewater system to function effectively and efficiently.
Access riser
Step 1:Prep for Test
a
•
Step 1 a: Make sure the adhesive seams have set and the tank has been backfilled a
according to the manufacturer's instructions—typically to the tank's midpoint. o- Fill the tank to a
o-
o- level 2 in.(51 mm)
Step 1 b: Plug the inlet(and outlet, if present)of the tank with watertight plugs. o- into the riser
Step 1 c: Fill the tank with water to a level 2 inches(51 mm) into the riser. o- + 2 in.
II
Tank brim (51 mm)
Step 2: Test Watertightness
Step 2a: Wait for the required time before inspecting the riser-to-tank
connections for leakage.
• Follow the tank manufacturer's recommendations(or applicable local regula-
tions)for wait times before inspecting the tank for leaks.
• Orenco recommends at least 30 minutes for its fiberglass tanks.
Step2b: Check for any
a y drop in the liquid level inside of the riser and any visible
leakage from the riser-to-tank connections.
• At the end of the test,there should be no drop in liquid level and no visible
leakage from seams, pinholes, or other imperfections.
• If leaks are found during the test,seal the leaks and repeat the test.
Step 2c: Once the riser-to-tank connections are proven watertight,remove the
plug(s)and drop the water level in the tank to just below the invert of the inlet or
outlet,whichever is lower.
NIN-RLA-RR-1 Orenco Systems°,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com
Rev.7.0,©03/17
Page 6 of 7

PVC Riser Installation a renco'
SYS T E M
Instruction Set 7:Adhesive Selection and Quantities
Use the table below to select the correct adhesive and quantity for your grommet or riser installation(s). Be sure to check the expiration
date on the adhesive package. If the adhesive is expired,do not use it to install Orenco components.
Note:Before installing a riser on an Orenco riser-tank adapter with an adhesive not recommended in the table below, contact your
Distributor or Orenco.
Component Adhesive Type and Approximate Usage
MA8120 SA510 MA320 IPS 810 ADH100
300/300-mL cartridge 300/300-mL cartridge 7-oz(200-mL) 1-pint(473-mL) 10.2-oz(300-mL)tube
(600-mL total) (600-mL total) packet 1-quart(946-mL)
Grommets n/a n/a n/a n/a various quantities
Riser Tank FRTA36 1 cartridge* 1 cartridge* n/a n/a n/a
Adapters PRTA24 Y cartridge* Y cartridge* 1 packet n/a 1 tube
PRTA24-2 _>Y cartridge* _>1 cartridge* n/a <1 pint n/a
PRTA30 <1 cartridge* <1 cartridge* 2 packets n/a 2 tubes
RRFTA24 1/2 cartridge* Y cartridge* 1 packet n/a 1 tube
RRFTA30 1 cartridge* 1 cartridge* 2 packets n/a n/a
*Indicates preferred adhesive for this application
Orenco Systemsa,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIN-RLA-RR-1
Rev.7.0,0 03/17
Page 7 of 7

, :. , . ,
, _
Orenco Technical Data Sheet
'-
SYSTEMS
DuraFiberTM Access Lids
Applications ©
Orenco®DuraFiber""Access Lids provide a secure,damage-resistant
covering for ribbed PVC and HDPE risers,pump basins,and access
ports.They are not recommended for vehicular traffic.24-inch(600-mm)
DuraFiber lids require an RLA24 adapter to mate to 24-inch(600-mm)
Perma-Loc'"pipe.30-inch(750-mm)DuraFiber lids are not compatible
with 30-inch(750-mm)RLA Riser-Lid-Adapters or 30-inch(750-mm)
Perma-Loc pipe.For these products,use Orenco's FLF-Series lids. (-(:: ?
General A ° ©
DuraFiber Access Lids are constructed of resin-infused fiberglass fabrics <,c
for extreme durability and damage resistance,with breaking strengths in
excess of 20,000 pounds(9,000 kg).
They feature flat-style flanges for easier access,allowing clean,flush-to-
grade installations.They have cored centering rings for aligning lids with
risers.They also have urethane gaskets to help provide watertight seals.
DuraFiber Lids feature a non-skid surface for better grip and aesthet- o
ics,a molded-in caution statement,and room for a customer logo.They
come with four 5116-inch stainless steel flathead socket cap screws and
a hex key wrench.
Durafiber Lids are available with optional insulation,installed at the fac- B L'auf 'Errs
tory or in kits that can be installed in the field. T 14 c
Standard Models Materials of Construction:
FLD24G,FLD24GATX,FLD24GW,FLD30G,FLD3OGATX,FLD3OGW
Lid Fiberglass reinforced polyester
Product Code Diagram Gasket Urethane
FLD24G (1) Centering ring core Structural foam
FLU = Mounting hardware Stainless steel
Insulation o tional
Color and logo options:
(optional) Closed cell foam
Blank= green color lid Insulation mounting hardware Stainless steel
B = brown color lid
C = custom logo
ATX =AdvanTex®logo
W = warning label
Insulation:' Specifications
Blank= no insulation
12 = 2-inch(50-mm)insulation installed Model FLD24XX FLD30XX
14 = 4-inch(100-mm)insulation installed
A in.(mm) 26(660) 33(838)
Vent and filter options:
Blank= no vent or filter options B,in.(mm) 11/2(38) 1 h(38)
V =vent
CF = carbon filter C,in.(mm) 231/4(590) 291 (743)
Gasket options: mm Gasket width,in.
G = gasket(standard) ( ) a/(19) a/(19)
Blank= no gasket Bolt hole diameter,in.(mm) 5/16(8) 5/16(8)
Lid 400)( (mm).
24=diameter, Weight,lbs(kg) 11 (5) 20(9)
30= 30(750) Bolt holes,per lid 4 4
DuraFiber'"fiberglass lid
•Insulation has an R-value of 10 per 2-inch(50-mm)increment.
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD-RLA-F1-4
Rev.3.0,0 10/17
Page 1 of 1

•
--=- .JJ- f = / -STF-N1 S, 24 & 30
FEATURES
Use as a security measure to keep
persons, especially children,from
accidental entry while systems are
being serviced or any other instance
where a cover is removed I
Available to fit 18", 24", and 30"
1 diameter risers
Open areas in web are large enough
to allow tanks to be pumped without
,omok having to remove the security net
- �,.rM!"'"' "` .,..r. ..r..I„„e _ Installs easily in our segmented riser
and others
Required ONLY IF existing
47"1"1
inner lids on septic tank are
1 not maintained.
4.4
;i
Order part No.STF-N18
STF-N24
STF-N30
STS NOT SECURITY NET
r ar i -1_,
SU
S— �
'R > CAD detail drawing available in DXF format
30 Mw
. '°'^^ 4/ RELATED PRODUCTS
% STF-CI24 page 5
w M.n STS.RSTTS SEGMENTED RLSEM STF-APC24G page 6
p i STF-APC24B page 6
• STF-R8248 page 9
STF-AR24 page 9
STF-APC24GI-075 page 14
STF-APC24BI-075 page 14
STF-APC24GI-100 page 14
STF-APC24BI-100 page 14
STF-APL24G page 14
U.S.Patent Pending STF-APL24B page 14
PAGE
Toll Free 888-999-3290 Office 231-582-1020 Fax [phone] Email [e-mail] Web www.gag-simtech.com 113

Orenco
,..
S YST E MS tea.:... ili =3�4-in. (100-mm) Biotube® Effluent Filters
r Extendable Applications
tee handle
IE
Orenco®4-inch Biotube®Effluent Filters are designed to remove sol-
At Vented top plate, ids from effluent leaving residential septic tanks.They can be used in
standard new and existing tanks at flows of up to 1200 gpd.
E E General
' i
I fi Orenco 4-inch Biotube Effluent Filters(U.S.Patents No.4,439,323 and
i
Biotubes 5,492,635)are used to improve the quality of effluent exiting a septic tank
:II t in a residential septic system.Increased effluent quality improves system
II El performance and extends drainfield life.
i' 'l
li '• The Biotube cartridge fits tightly in the vault and is removable for
Blotube®filter i! E i maintenance.The tee handle can be extended for easy removal of the
cartridge t :E 1
cartridge.
Standard Models
1 O
l
f 1 FTS0444-36,FTS0444-36M,FTW0436-28,FTVV0436-28M
'I I.
FTW0444-36,FTW0444-36M
if ii
'N 'II • Product Code Diagram
I
J1
FTP0444-36
FT 04 - -
,, I Flow modulator and float switch bracket options:
Blank = no options selected
y\/ Flow modulation M = flow modulation plate installed
plate(optional) A = float switch bracket installed
Cartridge height,in.(mm):
28= 28(711),standard
36= 36(914),standard
Fitter housing height,in.(mm):
Vault 36= 36(914),standard
44= 44(1118),standard
4-in.(100-mm)filter diameter
Biotube®filter Outlet tee:
vault II. Inlet holes w = fits Type 3034 outlet tee
S = fits Schedule 40 outlet tee
Filter mesh option:
Blank = Ye-in.(3-mm)fitter mesh
P = Y,6-in.(1.6-mm)filter mesh
Biotube°effluent filter
Materials of Construction
Vault PVC
Biotube®cartridge Polypropylene and polyethylene
Handle components PVC,polyethylene,stainless steel
Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTO-FT-FTS-1
Rev.2.0,®03/17
Page 1 of 2

Orenco Technical Data Sheet
SYSTEMS
' e
■
Air vent(on optional flow modulation plate)
• Discharge orifice(on optional flow modulation plate)
• gi
11
•
A B C
EP
Yggqi
111111
• • . s
Specifications
Model FTS0444-36/FTS0444-36MFTW0436-28/FTW0436-28M
FTW0444-36/FTW0444-36M
A-Vault height,in.(mm) 44.00(1118) 36.00(914)
B-Cartridge height,in.(mm) 36.00(915) 28.00(710)
C-Inlet hole height,`in.(mm) 21.25(540) 19.25(489)
D-Nominal diameter,in.(mm) 4.00(100) 4.00(100)
Number of inlet holes 8 8
Inlet hole diameter,in.(mm) 1.13(29) 1.13(29)
Number of discharge orifices 1 or 2t 1 or 2t
Discharge orifice diameter,in.(mm) 4.00 or 0.25(100 or 6)t 4.00 or 0.25(100 or 6)t
Discharge coupling diameter,in.(mm) 4.00(100) 4.00(100)
Number of air vents 1 1
Air vent diameter,flow modulation plate,in.(mm) 0.50(13) 0.50(13)
Filter surface area,t ft2(m2) 5.1 (0.50) 3.9(0.40)
Flow area,"ft2(m2) 1.5(0.15) 1.2(0.12)
*Inlet hole height can vary depending on the configuration of the tank.Optimum hole height is 70%of the minimum liquid level.
t Available on optional flow modulation plate.
t Filter area is defined as the total surface area of all individual Biotubes'e within the filter cartridge.
"Flow area is defined as the total open area(or area of the mesh openings)of all the individual Biotubes within the filter cartridge.
NTD-FT-FTS-1 Orenco Systems®Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com
Rev.2.0,®03/17
Page 2 of 2

Orenco- Instructions b
S Y S T E M S
4F
4-in. Biotube® Effluent Filter
Installation and Maintenance Instructions -
Biotube Effluent Filters*extend drainfield life by preventing solids from leaving
the septic tank. Our 4-in. (nominal size)filter comes in its own housing, in both
44-in. (1118-mm) and 36-in. (914-mm) lengths. Our Jr, insert filter is 18 in. _ •__
(457 mm) long,fits in a nominal 4-in.outlet tee,and comes with or without its 4-in. Biotube Jr. 4-in. Biotube
own housing. Biotube Effluent Filters install in minutes, inside new or existing Effluent Filter Filter Insert
tanks.
with housing
Installation Instructions - "
lwait P
Step 1: Test-Fit the Effluent Filter
Test-fit the effluent filter on the septic tank's outlet pipe without gluing. Make
sure it fits plumb. Install the assembly as snug as possible to the tank wall, but
ensure sufficient clearance for removing the filter cartridge.
If using the 4-in. Biotube Insert Filter, adjust the length of the outlet tee so that
the bottom of the Insert Filter extends at least 2 in. (51 mm) below the bottom •• Lietw.
of the outlet tee.
4-in. Biotube
Effluent Filter
—41—Access risei
j
Top seal
,.r plate
i S' r—Clearance
Handle Filter
le Mr cartridge /
1 3
%Ili Outlet pipe L
Biotube
Effluent
Filter
(001
— Tank
wall
z2 in.—
(51 mm)
Protected by U.S.Patent Numbers 5,492,635 and 4,439,323
Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIN-FT-FT-1
Rev.3.0°04/17
Page 1 of 4

e renco Instructions
SYSTEMS
Installation Instructions (continued)
Step 2:Attach Filter to Tank
Two attachment methods can be used:
1) Glue the filter onto the tank outlet pipe using appropriate primer and glue. '' Zjt
2)A stainless steel setscrew can be used to secure the filter instead of glue.
Step 3:Extend Cartridge Handle
\1C F.
For easier access when servicing,the cartridge handle may be extended using a
longer length of 3/4-in. Schedule 40 PVC pipe.
This illustration shows the gluing technique for install-
ing a filter into a new septic tank.Installing a filter into
an existing tank is a custom,site-specific job.
Tee handle
Setscrew
—Clear
77
3/4-in.Schedule 40 pipe
Cartridge handles can be extended for easier access.
NIN-FT-FT-1 Orenco Systems®,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com
Rev.3.0°04/17
Page 2 of 4

Instructions O renco-'
S Y S T E M S
Maintenance Instructions
To ensure the effluent filter is functioning properly,inspect it every year.Under
normal conditions,your effluent filter will function for several years before cleaning
is necessary.Clean the filter when it becomes clogged enough to restrict normal
flows out of the septic tank.At a minimum,clean the filter whenever the tank
is pumped.High-level alarms,which activate when the filter is clogged,are
recommended to prevent backups.
Be sure to dress properly when inspecting and cleaning the filter.Wear full-length
pants and shirt,shoes,gloves,and goggles or glasses.
Step 1
Remove the access lid to your septic tank by unscrewing the stainless steel lid bolts
with the hex head wrench provided.If your lid is above ground,it will be easy to
find.If it is buried below ground,find the marker that indicates its location.
Step 2
Remove the filter cartridge by grasping the tee handle and lifting it out of its
housing.
Step 3
Spray the cartridge tubes with a hose to remove any material sticking to them.
Ensure that the three orifices in the optional flow modulation plate inside the filter
are clear of any debris.Make sure the rinse water runs back into the tank,but do
not allow solids material to fall into the open filter housing.
Step 4
Firmly place the cartridge back into the housing.
Step 5
Some effluent filters come with an alarm that activates when the filter needs
cleaning.If you have an alarm,check to make sure it is working by lifting the float
with a stick.An audible horn should sound.The alarm panel is normally mounted on
the side of the house or in the garage.
Note:If your effluent filter doesn't have an alarm system and you would like one,
call your local septic system installer.
Step 6
Record the date that you inspected and/or cleaned your filter on the form that
follows this page.If you checked the alarm or made any other observations about
the tank or system,include that information under"Notes."
Step 7
Attach the access lid by placing it on the riser,matching the holes in the lid with the
holes in the riser.Insert each lid bolt through the lid and the hole in the riser and
tighten with hex head wrench provided.Before leaving,pull up firmly on the lid to
make sure it is secure.
Orenco Systems°,Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA • 800-348-9843•541-459-4449•www.orenco.com NIN-FT-FT-1
Rev.3.0°04/17
Page 3 of 4

2 Units Required ..."--air diart
(1 for Chlorinator and 1 for Dechlorinator) —
Wastewater Treatment Solutions
, Fo
MoOiZ0Ih0jjj *- _,
.„._ _ ... .,. _
Tablet Feeder _ . .. .,_
. . ,
The Model 101 tablet feeder is a compact, economical
alternative to other tablet feed devices. Designed and tested
to NSF/ANSI Standard 46, the Model 101 is rated for 1500
gallons per day when used with Accu-Tab® Wastewater
tablets.
Dosing is controlled entirely by the rate of flow through the
device. Flow control weirs in the tablet feeder control the
depth of the water in the device and the amount of chemicals
in contact with the flow.There are no moving or electrical parts
that require maintenance.
The functional portion of the Model 101 is housed within a
standard pipe fitting.This allows a small overall footprint and
easy connections to system pipes. For installations where
a contact chamber is not required, the Model 101 can be
installed in line with the pipe with no additional fall through
the device.
Side View Front Vie v
r
Parameter Units Value
Minimum Capacity GPD 500 j --
Maximum Capacity GPD 1500
II
Connections(SCH 40 PVC) in(cm) 4(10.16) ---"I t4--
q
Overall Width in(cm) 5(12.7)
I
I
Overall Height in(cm) 26(66.04)
Overall Length in(cm) 9(22.86)
Recommended Chlorine tablet Accu-Tab®Wastewater
Top View
I
11
!N T/i 1, -- - ,
41.0
* *
* a
* a a
(GCT y�
cF�o 9
Jet Inc.750 Alpha Drive Cleveland,OH 44143 www.jetincorp.com 800.321.6960
REV fl l , , QA-SAL-186

Wastewater Treatment Solutions
Founded on Innovation.Anchored by Service'
Model 101 Tablet Feeder
Installation and Operations Manual
Installation Instructions
The tablet feeder directly accepts 4 inch schedule 40 PVC pipe at the inlet and outlet, which are
reversible. The tablet feeder should be installed as close as possible to the effluent outlet of the
treatment plant. A pad of concrete, compacted sand, or fine gravel should be installed at least 5"
below the bottom of the effluent pipe. Ensure the pad is level and compacted to prevent settling of
the tablet feeder. Prime and glue tablet feeder to effluent pipe. Ensure tablet feeder is level or slightly
sloping towards outlet once installed.
Feed Tube
Inside
Access
Cap
Effluent If
Flow
Tablet
Feeder
Data Plate
A data plate has been provided with the tablet feeder. It must be affixed to the unit and remain in a
location that will be visible after installation and backfilling are complete. Refer to the recommended
placements for typical installation methods below:
,ems
Data Plate
Data Plate
r
- V �
PUMP TANK INSTALLATION DIRECT BURIAL INSTALLATION

Backfilling
Before backfilling, check that tablet feeder is level or sloping slightly towards the outlet. Carefully
backfill without changing the tablet feeder's position. After backfilling is complete ensure that the top
of the tablet feeder cap is at least 3 inches above grade and that grade slopes away from top. The
contractor is responsible for providing the feeder tube riser and access cap.
Chlorine Retention Tanks
In some areas of the country a chlorine retention tank may be required. The size of this chlorine
retention tank may vary or be specified by local authorities. If specifications are not available, use the
following chart. Tank holding capacities are for a minimum of 30 minutes retention time. Notes: Unless
otherwise specified, use 150 gallons per day per bedroom for daily usage.
Daily Flow Tank Capacity
(GPD) (gallons)
200 -400 8
400 - 600 12
600 - 800 16
800 - 1,000 20
1,000 - 1,200 24
1,200 - 1,400 28
1,400 - 1,600 32
Tablet Feeder Tablets
Disinfecting tablets used in this tablet feeder model should be Accu-Tab®Chorine Waste Water Tablets.
Contact Jet, Inc. at 1-800-321-6960 for a dealer near you that supplies the correct tablets.
Caution: Chlorine is highly corrosive and may cause skin and eye damage. Do not get into eyes, on skin, or on clothing. Wear
goggles or face shield and rubber gloves when handling tablet, tablet feeder, or and part of the tablet feeder assembly. Read and
follow all manufacture's warning labels on tablet container.
De-chlorination tablets used in this tablet feeder model should be Chlor-Away®Sodium Sulfite Tablets.
Contact Jet, Inc. at 1-800-321-6960 for a dealer near you that supplies the correct tablets.
Tablet Feeder Filling
When filling the tablet feeder, remove the cap and remove feeder tube. Remember to wear rubber
gloves and goggles before filling or cleaning tablet tube.
1. Rinse tablet tube clean with hose.
2. Tablets must lie flat in tube. Tablets not flat will jam and cause improper chemical dosing.
3. Fill tube to the top with tablets, one tablet at a time.
4. Reinstall tube into tablet feeder and replace cap. Make sure to turn feeder until it locks into place.
Caution:Do not inhale while standing over open tube or looking down into feeder. Do not mix types of chemical tablets within the
feeder tube.
Refill Schedule
Tablet use is directly related to water usage. The feeder tube should be inspected frequently during
the first weeks of installation to establish a pattern for the refill schedule. This inspection should be
performed during normal water usage.

Maintenance and Repair
Your tablet feeder requires little maintenance. Components used in the construction should last for the
life of the system. Most problems can be corrected by following the tablet feeder filling instructions. If
material remains in the feeder after washing, then use a brush to loosen and wash again with a hose. If
your tablet feeder must be replaced, then remove and follow instructions listed above for installation if
replacement tablet feeder. If replacement parts are needs please contact Jet, Inc. at 1-800-321-6960
and you will be directed to the nearest dealer.
Troubleshooting
Low Chlorine Residual:
1. Out of tablets. Fill tablet feeder with chlorine tablets. See Tablet feeder Filling for instructions.
2. Tablets not feeding properly. See Tablet feeder Filling for proper filling instructions.
3. Tube not resting in bottom of tablet feeder. Remove tube, rinse base and reinstall tube.
4. Hydraulic overloading. Space water usage over longer intervals.
High Chlorine Residual:
1. Water usage low. Check tube to ensure it is not blocked with tablet material.
2.Tablet feeder tube blocked with tablet material. See tablet feeder Filling for proper filling instructions.
3. Tablet feeder not level. Check level and see Installation.
Certified to NSF/ANSI Standard 46

1-Year Limited Warranty
Jet Inc. warrants all new system components supplied by Jet against defective materials and
workmanship, under normal service for one year commencing upon date of shipment from the factory.
To make a claim under this warranty, you should notify your Jet Distributor or notify Jet Inc., Customer
Service Department by phone at 1-800-321-6960 or by mail at 750 Alpha Drive, Cleveland, Ohio
44143. If a component or part is proven defective during this warranty period there shall be no
charges for labor or materials required for the repair or replacement of the defective component. Jet
shall have the option to require the defective part be returned, freight prepaid, for evaluation at the
factory before allowing a claim. All components must be returned by an authorized Jet distributor
who is in good standing with Jet Inc. Jet Inc. may, at its option, elect to repair or replace the defective
components, or refund the purchase price of the defective component(s). The system owner shall
assume all responsibility for freight charges to and from Jet Inc. This warranty does not cover system
components or parts that have been (I) damaged due to disassembly by unauthorized persons,
improper installation, misuse, or lightning, (II) subjected to external damage, (III) damaged due to
improper or altered wiring, or overload protection, or(IV) damaged by failure to follow the suggestions
outlined in any associated product documentation or Owners Manuals. Items normally consumed in
service such as fuses, filter cartridges, spin plates, grease, oil, etc. are not warranted. This warranty
applies only to the Jet system components supplied by Jet Inc. and does not include any of the wiring,
plumbing, drainage, or any other part of the disposal system.
JET INC. SHALL NOT BE HELD RESPONSIBLE FOR ANY DAMAGES CAUSED BY DEFECTIVE
COMPONENTS OR MATERIALS, OR FOR LOSS INCURRED BECAUSE OF THE INTERRUPTION OF
SERVICE, OR ANY OTHER SPECIAL, CONSEQUENTIAL, OR INCIDENTAL DAMAGES OR EXPENSES
ARISING FROM THE MANUFACTURE, SALE, USE OR MISUSE OF THE COMMERCIAL TREATMENT
PLANT. THIS WARRANTY IS IN LIEU OF ALL OTHER EXPRESS WARRANTIES. ANY WARRANTY
IMPLIED BY LAW, INCLUDING FITNESS IS IN EFFECT ONLY FOR THE ONE YEAR WARRANTY
PERIOD SPECIFIED ABOVE. (SOME STATES DO NOT ALLOW EXCLUSIONS OR LIMITATIONS OF
INCIDENTAL OR CONSEQUENTIAL DAMAGES OR ALLOW LIMITATIONS OF HOW LONG AN IMPLIED
WARRANTY LASTS, SO THE ABOVE LIMITATIONS MAY NOT APPLY TO YOU.)
Jet Inc. reserves the right to revise, change, or modify the construction and design of the Jet system
components or any component part or parts thereof supplied by Jet, without incurring any obligation
to make such changes or modifications in present equipment. This warranty gives you specific legal
rights, and you may also have other rights which vary from state to state.
Jet,Inc•750 Alpha Drive•Cleveland,OH 44143 USA•440.461.2000 Fax [phone]•[e-mail]•www.jetincorp.com
REV 2014/09/19 QA-SAL-187

ANArir Surface Discharge with Pretreatment
Initial Inspection Form
Engineers and Soil Scientists Teasley Residence
Agri-Waste Technology,Inc.
501 N Salem Street,Suite 203.Apex.NC 27502
agriwaste.com I 919.859.0669
Please consider the following information when installing this Surface Discharge with Pretreatment System and
preparing the information required for the final Engineer Certification. An Intermediate and Final Inspection(by the
certifying Professional Engineer)will be required during the system installation. The Intermediate inspection will be
during the system installation and the Final inspection will be following the system installation. Please note that
representatives from the North Carolina Department of Environment and Natural Resources, Division of Water
Quality,Point Source Branch may also attend or inspect the system installation. The installation inspections shall be
coordinated with Agri-Waste Technology,Inc.(AWT)at 919-859-0669. The system installer should provide(AWT)
at least 48 hours notice when scheduling an inspection.
Initial Inspection
The initial inspection shall be scheduled during system installation. The approximate state of
construction for this inspection is as follows:
• Tank shall be installed and partially backfilled.
• Tank risers shall be installed and sealed to tank.
• Chlorination and Dechlorination shall be in place
• All piping between tank and treatment shall be installed.
The following items shall be verified and approved by the inspector at the initial inspection:
Tank Sizing _Contact Chamber
Tank Testing** _Pipe Routing
Chlorinator _Discharge Outlet
Dechlorinator _Septic Tank Risers
• Installer to provide documentation of tank testing and document results.
• Photographs of the construction progress shall be taken by the inspector.
Comments:
Inspector Name and Signature Date of Inspection

AI N T Surface Discharge with Pretreatment
Final Inspection
Engineers and Soil Scientists Teasley Residence
Agri-Waste Technology,Inc.
501 N Salem Street,Suite 203,Apex,NC 27502
agriwaste.com I 919.859.0669
Final Inspection
The Final inspection shall be scheduled at the completion of the system installation. The following
activities shall be accomplished prior to final inspection;
• Complete system installation.
• Final grading and stabilization.
• Water in tank to operate system.
The following items shall be verified and approved by the inspector at the final inspection:
_Final Site Grading Tank Lids Installed Effluent Filter
Disinfection Oper. System Operational Rip-Rap at Discharge
• Installer to provide pictures taken during construction.
• Photographs of the construction progress shall be taken by the inspector.
Comments:
Inspector Name and Signature Date of Inspection

AVVIr Surface Discharge with
Pretreatment
Engineers and Soil Scientists Installer Certification Form
Agri-Waste Technology,Inc. Teasley Residence
501 N Salem Street,Suite 203,Apex,NC 27502
agriwaste.com I 919.859.0669
Installer Certification:
I (Installer Company and Name)
certify that the installation of the Teasley Residence Surface Discharge
System was under my direct supervision. Further, to the best of my
abilities, due care and diligence was used in the construction such that
the system was built within substantial compliance and intent of the
approved plans and specifications. Any deviation (to the extent there
were deviations) from the approved plans is noted below.
pp
Comments:
Installer Name and Signature
Date of Certification

._
Tccscy Fesidcncc — Sunfccc Disc ' crce AWT
.._J Engineers and Soil Scientists
Agri-Waste Technology,Inc.
501 N.Salem Street,Suite 203
_ Apex,North Carolina 27502
919-859-0669
M www.agriwaste.com
Project Location : 112 Breedlove Ave1 ,.� :
Teasely Residence
Durham , NC 27703 Surface Discharge
Durham County Owner Information:
Teasley
. (.-.______ .._ __.. _ Jock Tecsley
• 112 Breedlove Ave.
, Durham NC 27703
Parcel ID: 158990 • I SITE `FL. (919)596-29751 ey1 rcom
Property Information:
112 Breedlove Ave.
Durham,NC 27703
Project Owner: Jack Teasley Durham County, NC
Parcel ID 158990
112 Breedlove Ave
PROFESSIONAL ENGINEER SEAL
Durham , NC 27703
(919 ) 596 - 2975
jrteasley1943@nc . rr.com - ,,� '—..
Qf. "t••; f►�"
Project Consultants : Kevin D . Davidson , P. E. VICINITY MAP z =`�"
az
kdavidson@agnwaste. com
Chris VcGee , L.S.S.
[e-mail]
FINAL DESIGN
Agri —Waste Technology, Inc . NOT RELEASED FOR CONSTRUC➢ON
REv. ISSUE_DATE DESC RIPncN
501 N . Salem Street, Ste 203 Sheet Index
Apex , NC 27502
(919 ) 859 - 0669 Sheet 1 : Cover Sheet
(919 ) 233 - 1970 Fax Sheet 2 : Property Layout
Sheet 3 : Component Layout
System Overview : 360 gpd Single — Family Residence Sheet 4: System Details
Design Standard — Discharge SHEET TITLE
Single — Pass Sand Filter Cover Sheet
DRAWN BY: CREATED ON:
with N e w C h l o r i n a t i o n/D e c h l o r i n a t i o n I. Manson 7/12/2024
REVISED BY: REVISED ON:
__ 1 RELEASED BY: RELEASED ON:
Y . o1inan SHEET NAME:
www.ncan.ora
WW-1

NOTE: AINT'
Engineers and Soil Scientists
Agri-Waste Technology,Inc.
501 N.Salem Street,Suite 203
Existing Septic Tank Will Be Pumped as Part of Tank Apex,North Carolina27502
919-859-0669
41 �� - Inspection. If Tank Passes Leak Test and is Used, www.agnwaste.wm
.�� ��. , - ''-��,,So, Receipt of Pumping Service Will Be Submitted.
SFj`�Ff Tensely Residence
• i (9,9C `\ Surface Discharge
t
If Existing Tank is Used, New 24" Orenco Riser with Owner Information:
• \ Teasley
:• Filter Will
Concrete Slab Fitting, and New 4" Effluent 112k Breedlove Ave.
Durham NC 27703
/ BeInstalledtheOutlet End
\ On Ou e n of The Tank. (919)5962975
jte..........................
/ \° 1
/ Property Information:
i ;r1i EXISTING SEPTIC TANK 112 Breedlove Ave.
•
• ! Durham,NC 27703
`� ; i (VERIFY GREYWATER IS f Durham County,NC
1�) t •
I i• % Parcel ID 158990
'' I CONVEYED TO SEPTIC TANK /
NEW CHLORINATION/
i� i' DEC HLORINATION
•
PROFESSIONAL ENGINEER SEAL
4'1Y ' \ l pROP
a \ �iQ /,i R�1
co v
1 4J 0 /1
i \
\\ CO i 1 1 �u�pn°rM
\ 1 i' 1 t �`���µ A i f D�r����i
02�582
SEX
INE
•tMG
•
1` �.�/ -_- _ '- _ BAR
A•
_ __ G
•
1 1 _ —
e
i `- _ '�� NEW RIPRAP AND GRATE d �� '�t�yy
GARBAGE / I AT DISCHARGE POINT
E � 0 R •
� - SUE
N �
1�[ ► 1 FINAL DESIGN
/ \ NOT RELEASED FOR CONSTRUCTION
. REV. ISSUED DATE DESCRIPTION
1
7
II
\ / -
•
1 •
APPROX. LOCATION OF PRGpERT)' L� W it •
• EXISTING FILTER BED ' NE l , .11
•
(LOCATION TO B E • • 1
•
• VE
RIFIED
ED IN FI ELD
--_ O
N
•
•
•
•
•
•
•
1 ;:\
SHEET TITLE
O
CA
Property Layout M 5`O �39� .•
•
1 1 •
1 I DRAWN BY: CREATED ON:
•
0 30' 60' • \ i 1 t
E� t i I. Monson 7/12/2024
•
mom
REVISED BY: REVISED ON
•
•
•
•
O PROPERTY LAYOUT
RELEASED BY: RELEASED ON:
DRAWING NUMBER
SCALED FOR 11 "X17" SHEET WW-2

r7 AWF
t
4 NOTE: p '`
C LEANOUT i /' O�C^ Engineers and Soil Scientists
1 Oily
/� Agri-Waste Technology,Inc.
' / LINE 501 N.Salem Street,Suite 203
0 /
Existing Septic Tank Will Be Pumped as Part of Tank Apex,9o9h5a�ro1927502
' / Inspection. If Tank Passes Leak Test and is Used, www.agrwaste.com
U `
Z� Receipt of Pumping Service Will Be Submitted.
`V W Y — '�
0' V �� ;t `\ Tensely Residence
�F,�'V� ; m » `` Surface Discharge
LEJ If Existing Tank is Used, New 24 Orenco Riser with '•���•'
Owner Information:
' (0j gPC' C . /IQ
cQ
�, i �, Concrete Slab Fitting, and New 4" Effluent Filter Will 6 112kBreeedloveAve.
Be Installed On the Outlet End of The Tank. -NEW CONTACT CHAMBER‘,„. NC27703
• [phone]
' NEW DE—CHLORINATO?'s lteasley1943•nc.rr.com
O i ' VERIFY GREY WATER LINE
z. ' IS TIED INTO SYSTEM NEW CHLORINATOR Property Information:
kw.
1 Durham,NC 03
• Durham County,NC
l ' Parcel ID 158990
ICC t
/
EXISTING
Lei awas ' PROFESSIONAL ENGINEER SEAL
i SEPTIC TANK
t
' I NEW 24"
• ORENCO _
t EXISTING DRAINLINE
'� ' RISER )
_ _ (TO DISCHARGE
1
EXISTING ''1 �� ` ` ` _ `��,�.�`�tCAQp"r''r�.
CONCRETE `� —, ~ _, •
5RA r;zoo o�fssi�liH •
.,
RISER ` - -__ GA of-'
/ \� NEW 4" BIOTUBE , — '+—•
_ : SE.� _ {
' `\EFFLUENT FILTER (j E ET-BA
_ 0245*2 ..2=/ , EXISTING —,, .,q:' ..........-A�
' \ , .
D—BOX / ` ` C/�
. 1 ,
, ..,
.,
, ,
, ....
,s
�7 ,,
/ " A 3 A C E , •
FINAL DESIGN
APPROX. LOCATION OF EXCAVATE SWALE NOT RELEASED FOR CONSTRUCTION
/ E \ C C S „ E EXISTING FILTER BED pR NE�cHeo INTO DITCH BANK REV. ISSUED DATE DESCRIPTION
(LOCATION TO BE VERIFIED IN °pE T PIPES R
\ l y P¢17 dk3
—'! FIELD) �l/�/E ��?.v, .a.•-
= a.-........ TREE
\ i TEASLEY RAIN
,
�` , BASEMENT.�..........
CORRUGATED
r „,,,,
�...... o•� TREE
`\ LAN QRUGP
�`� G 0�SGNPFtG•••••••GG
,, \ , , _..:0,'''. \_
INSTALL GRATE ON
�,RE—ROUTE DISCHARGE LINE TO END OF LINE SHEET TITLE
p ' DISCHARGE ONTO SUBJECT
R0 E \ PROPERTY Component Layout
Rr ' �/ DISCHARGE POINT
NE
t
W/ STABILIZATION
o 10' 20' (2'X6' RIPRAP)
11 ^ `�� DRAWN BY: CREATED ON:
`` PR
0 1U''` I. Manson 024
` / O � ���\ REVISED BY: REVISED ON:
()COMPONENT LAYOUT DISCHARGE POINT WITH RIPRAP RELEASED BY: RELEASED ON:
saunc[.m ♦.mnYL
DRAWING NUMBER
SCALED FOR 11 "X17" SHEET WW-3

•
• NOTES AWF 1. Boundary information based on Plot Book 112, Page 1 19 of Durham County Register of Deeds. Location of existing septic components Engineers and Soil Scientists
token from Engineering Survey.
Agri-Waste Technology,Inc.
501 N.Salem Street,Suite 203
2. Septic Tonk to hove approved 4" Orenco Effluent Filter. Apex,North Carolina 27502
919-859-0669
3. Treatment system to be 100' from any Well (50' from existing on-site Well), 15' from on-site residence, and 5' from on-site garage. www agrwaste cam
Verification of these setbacks to be performed by contractor.
4. Contractor shall backfill around all access areas such that storm Water is shed aWay from potential entry points. Teasely Residence
Clean, Tamped Backfill 5. Invert elevations of all components to be verified in field bycontractor to ensure Surface Discharge
Class B Rip Rap 4"SCH 40 PVC
proper operation.
W/Grate 6. All system piping to be SCH40 PVC except Where noted Owner Information:
Jack Teasley
~4 �JC7U A�U�0 7. All gravityelbows to be longradius or longsweeping type112 Breedlove Ave.
ot s� i. ae 0" .. + PI g elbows. Durham NC 27703
,•lerdigo -ig* a 4• •or 0` 8. Actual installation and placement of treatment system to be overseen by Contractor.
11101101 � • •^�;. ,
jrteasl ey1943®nc.m cam
O ��-'�
ixn I I-I-ii-t IT,' I. .I - - ii 9. Use Class 'B' erosion control stone for structurOl base for Outlet stabilization structure. Use (f6 or #57 stone for sediment control. Property Information:
y • • • _I 1 hI112 Breedlove Aye.
I 10. Discharge line must be covered to o minimum depth of 18". Discharge pipe outlet to hove grate. Durham,NC 27703
Filter Fabric I #57 Gravel Durham County,NC
• -_•rrffstr'r=sru I a -_: 1 t. FIoW from the receiving drainage feature bock into the system shall be prevented. Parcel ID 158990
Clean.Tamped Backfill Undisturbed Earth 12. Engineer Inspection required during system installation and of final completion.
PROFESSIONAL ENGINEER SEA_
13. Contractor to seed and/or mulch disturbed oreos to coincide With existinglandsco e. Area shall not be left with uncovered
P W u cove eel soil.
•
14. Upon system completion, Contractor to supply Engineer With documentation of
installation and o signed letter indicating system Was installed per opproved design
or noting any deviation from approved design.
Not t0 Scale 15. Water spigot to be located on exterior of facility Within 50' of the septic tank.
16. All Waste Water from the facility, including greyWater, is to be conveyed to the septic Conk. `e.1n111ntrltp,
Discharge Riprap Detail .`.••5 A
1' Rp�/
0.,. Notes ,t,P'(ESSIp 1./"i:
SE* :G
•
0:4552
--Cr$
,`mil •f,T"CmEt*...
Instox solely Net In Each Access
Safety Netting
���• Fy\
Riser tool does not contain an R. 911.11
tplInns lid kcess Coo—.N., Access COP-------
i .IP. FORRISER WALL PENETRATIONS
S 1N B•.a 1p eve Ilrih
Rid,.*dabs Riser - \ Ere Bolt i"om.ra ws',Pr sre, 'rr es t�
No or Lixi,ll,
! Satiety i /s /a r 1 ! • t Ground So loco
1Gaer ___I"' mreaded Eye • I \� _/; • ie I //���/�/
WaI ,,i. Feed raoe� I I FlNAL DESIGN
Hydraulic cement .` a pia 12" Max. Feed Tube NOT RELEASED FOR CONSTRUC TC.
1 eA32o(or
e } equivalent) 3a' 14 or 16 �
Est-ia-pence III REV. ISSUE:DAtE DESCRIPTION
_ NOTE: Insloll 4 Ring
.4 ser Adapter .��`.1J Clomps If
M/Lid or Gal
,1,i:t Top of Concrete Tank �' 8"(or larger)Filter is g" N-i��.
Used
CONTACT CHAMBER rowel Feeder
Tablet Sollle -
Feeoer� L� .. Is�,,� tlal�
RISLR..i TA AT1aN INsmucnONs:
1, Prep Adapter Cnonnet Er Riser l
1,1. Roughen the banding surfaces of the adopter ono 4" SCH40 PVC f riser with sandpaper. From Sand Eider CHLORINATOR 4'SCH40 PVC
1,2. Use o aeon cloth and acetone a dcand to aeon N. 0 TE: —' -y To Ri o Gschor
the bonding sort«es of the adapter and riser. (Uin, 1X Slope) DECHLORINATOR W P 9e
The bonding surloces must be clew and dry lar 1I ./
o good III and Watertight joint. Let the acalwe - (Min. 1'i Slope)
a daa d dry damp etdy. Safety Nets Not =%� %� Seel Intel_
2. Apply Adhesive I '������ I.• Ouuet Wan
21. Apply a bead of melhocryote adhesive to the a llC meat ����l►����1.
outside of the Wool...One 7-oz pocket of Required If 4'Grovel or Sand Bed Cement Well Di le „ill:
MA320 adhesive Is typical for one 24'riser. Tile
Insloll Riser
31. If the riser noe Penetration,. align the riser Existing Inner 4 Grovel o.Sand Bed
3 er
ca.-redlySbl a tfales n Bottle 7,4'8 SHEET TITLE
32. Firmly preys the riser onto the Odopler until the To Allow Floe Through
boNm a of the riser is o on the Concrete Lids a t Existing C nside
Watertight Sealant System Details
Coal-in-adopters the
r or the oopt Ilonge
(bated-down ooaoily s), TMlst the riser btxk Septic Tank Are Sou.*Grout Bose n
forth slightly to fully sent it on to creole oII
bond. (2500 P.S.I.)
33 Apply o bead of methocrote adhesive to the Maintained.
inside of the access riser-adopter ;ant. . .
SA. use o longue aeprassa, pally knife, or aeon 0:W:i si:kiiii�-i:i iV�:ia:Wi:�� •
cloth to moka o continuous fixer or the inside of � ������� ����-�-�,:�����-�����-�-�-' -SEE PROJECT SPECIFICATIONS FOR CHLORINATOR AND DECHLORINATOR,
the access riser-adapter pins. -CONTACT CHAMBER SHALL BE CONSTRUCTED TO PROVIDE MIN. 30 MINUTE DRAWN BY: CREATED CN.
3S Appq nproalic cement to awe ester riser WdI 6"Grovel Bed Under Base DETENTION TIME AT AVERAGE DAV FLO*. I. Manson 7/12/2024
end lop of tank. -CONTACT CHAMBER BAFFLE SHOULD BE CONSTRUCTED OF CONCRETE, REVISED BY: REVSED ON:
4. Ensure safety net and Toni lid are in place and TREATED(FOOD.OR SUBSTITUTE.
secured,
Not to scale Not to scale RELEASED BY: RELEASED ON
-
0.,. (install,.�.•k PRisers) OTreatme�—,...ail.. M ,� _4
Safe Net Install in Septic Tank DRAWING NUMBER ,