NCG551741_Regional Office Physical File Scan Up To 5/29/2020

ROY COOPER
t' Governor
J/�j- �'/Jy MICHAEL S. REGAN
(°? 1 �1 Secrermy
LINDA CULPEPPER
1 _ Interim Directm
Water Resources ''i 7➢
ENVINONMENIAL OVALITY nN Cr 1{1 Jr{{C fCC9
November 13,2017 DEC 5 2017
Marcie Cramer& Phillips Jones
117 Longbranch Road watero vRnrnanaioporatlons
Winter Park, FL 32792 " -f "`
Subject: Issuance to Certificate of Coverage(COC)/Authorization
to Construct(ATC)
NPDES General Permit NCG551741
under General Permit NCG550000
Single Family Residence (SFR)
5026 Wayah Road, Franklin
Macon County
Dear Permittees:
In accordance with your application for discharge under the subject NPDES General Permit,the Division of Water
Resources(DWR)herewith forwards a Certificate of Coverage(CDC)and Authorization to Construct(ATC) permit for
new facilities.We issue this permit pursuant to the requirements of North Carolina General Statue 143-215 .1,the
Memorandum of Agreement between North Carolina and the US Environmental Protection Agency(EPA)dated October
15,2007(or as subsequently amended).
Your permit package includes:
o Certificate of Coverage(COC)/Authorization to Construct(ATC)
o Operation&Maintenance Instructions
o A copy of Wastewater Discharge General Permit NCG550000
o A copy of the approved plans and specifications(signed October 12, 2017).
o- -Engineer's Certification form (to be returned to DWR upon project completion).
To maintain your Certificate of Coverage (COC),you must remit an annual fee of$60,due each year on the date of this
letter,November 13,to the Division of Water Resources.Please include the COC number NCG551741 on your check.
Mail your Annual Fee to:
NCDEQ/DWR/NPDES/SFR Permitting
Attention:Wren Thedford
1617 Mail Service Center
Raleigh, NC 27699-1617
DWR understands that the subject property has been judged "unsuitable"for a ground-absorption sewer system by the
Macon County Health Department.Therefore,your authorized consultant, David D. Smith and Company, PLLC intends to
upgrade/install a wastewater treatment system designed to discharge to Surface Waters of the State [in accord with
N,C Divlslon of Water Resources l NPDES Unit Phone:{919)807-6300
1617 Mail Service Center,Raleigh,NC 27699-1617 fax:[phone]
Internet:h2o.encstale.naus DEO Customer Service Center:1800623-7748

i
plans and specifications signed by the engineer on October 12, 2017. Compliance under General Permit NCG550000
restricts discharge flow, not to exceed 1,000 gallons per day.This ATC covers treatment facilities for a three_(2)-bedroom
single-family residence estimated to discharge 360 gpd(120 gallons per bedroom).
Please note that you must provide regular treatment-system operation,maintenance and inspections in accord with
manufacturer's recommendations and this ATC; all records,water analyses, and logs to be kept onsite available for DWR
inspection [NCG550000,Section A. (2.)].
Operation and Maintenance. The Permittee is responsible to maintain all components of the approved treatment
isystem,designed to meet Surface Water-Quality Standards.Compliance includes following the manufacturer's I.
guidelines, conducting and documenting inspections,establishing sources for OEM spare parts and supplies,taking
samples for analyses, making necessary repairs,and documenting said maintenance for the duration of the permit.
Please note that the receiving stream is currently classified and governed as WS-III; B;Tr(Water Supply,,Class B; Trout
Waters).
If DWR determines that your discharge contributes to future degradation or impairment of this waterbody,an
individual NPDES permit may be mandatory. Upon DWR's request,the Permittee must provide records and
demonstrate regular efforts to maintain the approved treatment system.The Division recommends that the Permittee
solicit manufacture-certified training,or a qualified contractor or service to regularly inspect and maintain this
treatment system.
Authorization to Construct(ATC) Permit. This ATC details the conditions of installation and operation. Before startup,
activation requires notice to the Asheville Regional Office(828-296-4500), attention Landon Davidson,a minimum of
three (3)days in advance of discharge.Such notification shall be made during normal office hours from 8:00 a.m.until
5:00 p.m.Monday through Friday, excluding State holidays.The attached Engineer's Certification form,must be
returned to DWR by the Engineer,documenting compliance "as built" in accord with this ATC and approved plans and
specifications submitted to DWR on October 12,2017.No changes may be made without prior approval.
Therefore, in accord with the application and the attached approved plans and specifications, DWR hereby authorizes
the installation of a new surface-water discharge treatment system described as:
• Septic Tank
• Recirculation/Dosing Tank
• Ultraviolet Light for disinfection
• Recirculating Synthetic Filter
• Post AerationCascade)
Compliance with the above shall include a leakage test performed on reused tanks and proposed new tanks,or leak-
certified new by the manufacture not to exceed an exfiltration rate of twenty(20)gallons per twenty-four(24) hours
per 1,000 gallons of tank capacity.The Engineer's Certification shall serve as proof of compliance with this condition.
Mail the completed Engineer's Certification to:
DEQ/DWR/NPDES Program
1617 Mail Service Center
Raleigh, NC 27699-1617
The Permittee shall,for the life of the treatment facility, maintain on site a copy of the
approved plans and specifications available for DWR inspection.
All elbow piping must conform to the long-sweeping type.All cleanouts must be housed in meter boxes below grade.
This treatment system shall be located at least 15 feet away from a dwelling,at least 100 feet from any water-supply
Page 2 of 5

I
well either on-or off-site.The system shall also be located and constructed above any applicable 100-year flood line; 50-
!� ft setback from property lines.
Upon completing construction and prior to operating this permitted facility, a North Carolina-registered engineer shall
j sign and submit to DWR the attached Engineer's Certification form,thereby certifying that the permitted facility has
been installed in accordance with the NPDES Permit,this Certificate of Coverage,this Authorization to Construct,and
the approved plans and specifications.
This ATC permit is issued in accordance with Part III, Paragraph 2 of NPDES General Permit NCG550000,and is subject to
revocation unless wastewater treatment facilities are constructed in accordance with the conditions and limitations
specified in this General Permit. In the event that the facilities fail to perform satisfactorily,including creating nuisance
conditions,the Permittee shall take immediate corrective action as may be required by this Division, such as the
construction of additional or replacement wastewater treatment(s)or disposal facilities. Failure to abide by the
requirements of this ATC permit may subject the Permittee to an enforcement action by the Division of Water Resources
in accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
If any parts, measurement frequencies or sampling requirements contained in this General Permit are unacceptable to
you,you have the right to request an individual permit by submitting an individual permit application. Unless such
demand is made,the certificate of coverage shall be final and binding.
This COC is not transferable except after notice to the Division.The Division may modify or revoke and reissue this COC.
This COC does not affect your legal obligation to obtain other permits that may be required by the Division of Land
Resources,the Coastal Area Management Act,or any other Federal or Local government.
NPDES Contact. If you have any questions concerning the requirements of this Certificate of Coverage or Authorization
to Construct(ATC) permit, please email Emily Phillips [[e-mail]]or call her direct line [919-807-6479].
Sincera]Y,
J
Linda Culpepper
Interim Director, Division of Water Resources
Attachments: COC; Engineer's Certification form (to be signed and returned to DWR)
hc: 'Asheville Regional Office, Landon Davidson,Supervisor
NPDES General Permit Piles
ec: Asheville Regional Office, Landon Davidson
David E.Smith [[e-mail]]
Page 3 of 5

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
it DIVISION OF WATER RESOURCES
CERTIFICATE OF COVERAGE - NCG551741
Under GENERAL PERMIT NCG550000
TO DISCHARGE 100%-DOMESTIC AND SIMILAR WASTEWATERS
UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES)
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and regulations
promulgated and adopted by the North Carolina Environmental Management Commission,and the Federal Water
Pollution Control Act,as amended,
Marcie Cramer & Phillip Jones
are hereby authorized to operate a wastewater treatment facility
consisting of a Septic tank, Recirculation/Dosing Tank, Ultraviolet Light for
disinfection, Recirculating Synthetic Filter, Post Aeration (Rip-Rap Cascade);
discharging from facilities located at
5026 Wayah Road
Macon County
to receiving waters designated as Wayah Creek[stream segment 2-19-8-(3)] a waterbody currently Classified WS-III; B;
Trout located within sub-basin 04-04-01 [HUC:06010202] ofthe Little Tennessee River Basin, in accordance with the
effluent limitations, monitoring requirements,and other conditions-setforth in Parts I, II, III and IV of General Permit- --
NCG550000 as attached. -
This Authorization to Construct(ATC)shall become effective November 13, 2017.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day November 13, 2017. 1
Ljoa ..epper - �-
Interim Director, Division of Water Resources
By Authority of the Environmental Management Commission
Page 5 of 5

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5026 Wayah Road, Franklin NC Facility
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Longitude: -83.536549 Receiving Stream Wayah Creek
Drainage Basin: Little Tennessee Stream Class: WS-III;B;Tr NPD 41
fN( rth Mac on County

DAV/OD• SMITH AND COMPANY PLLC
ON civil and structural engineering consultants
1949 Bob's Creek Road Zlrconis, NO 28790
TeC(828) 254-4448 License No.: P-0387
October 12,2017
Mr. Charles weaver RECEIVED/NCDE(yDWR
NCDENR
DEQ/Water Quality Permitting OCT 17 2017
1617 Mail Service Center
Raleigh, NO 27699-1617 Water Quality
Permitting Section
Re: Recirculating Synthetic Filter Wastewater Treatment System for: 5026 Wayah Road
Franklin, Macon County, NC
Notice of Intent and Authorization to Construct
DDSCO Project No.:268417-1403-01
Dear Mr.Weaver:
Enclosed is the submittal package for Application for Coverage Under General Permit NGGS60000
including Notice of Intent and Request for Authorization to Construct the subject synthetic filter system.
The property is owned by Marcie Cramer and Phillip Jones and is located off Wayah Road in Franklin,
Macon County, NC(PIN 654444-5697).
This package includes:
• This letter.
• Executed Notice of Intent.
• Check payable to NCDENR in the amount of$60.00.
• Evaluation of Alternative Disposal Methods,Vicinity Map, E-Z Treat Design Guide and Installation
- Manual and EZ Treat Operation and Maintenance Manual.
• Denial letter from the Macon County Public Health Environmental Health Section. -
• Macon County Public Health Soil&Site Evaluation for On-Site Wastewater System.
• Owner's Application to Macon County Public Health for Abandonment of Well.
• Town of Franklin confirmation of no sewer availability.
• USGS Hydrologist J. Curtis Weaver, P.E. 7Q10 flow estimate.
• Owner's letter authorizing David D. Smith, P.E. as Agent.
• One(1)set of sealed&dated plans which include specifications.
We are hereby requesting coverage under NCG550000 and issuance of an Authorization to Construct
this synthetic filter wastewater treatment system.

Mr Charles Weaver-DEGMater Quality Pennitting
October 12.2017
Page 2 of 2
General) the Cramer-Jones roe consists of approximately one-half 0.54 so)acre in Franklin, ��-
Y property rtY PP
Macon County with one(1)existing 2-bedroom/2 bath residential structure with a finished living area
needing a wastewater disposal system.The existing septic system has failed and the Macon County
Public Health Section has denied an application to repair and expand the existing ground absorption
system due to unsuitable soil characteristics, soil wetness condition and soll depth.
Review and observation of the site reveals insufficient area and buffer for surface or sub-surface
application. Contact with the Town of Franklin Public Works Department indicated that there is no public
sewerage available to the site. - -
The Owner desires to build and we propose a treatment and disposal system consisting of septic and
recirculation/dosing tanks,Installation of new 4-inch PVC collection piping,a single E-Z Treat Re-
Circulating Synthetic Filter Pod, an Ultraviolet Disinfection System and post treatment rip-rap aeration
with discharge to Wayah Creek which flows within the souther property line. It is the desire of the Owner
to permit this treatment system for three(3)bedrooms(360 GPD flow).
Contact with Mr. I. Curtis Weaver, P.E. USGS Hydrologist, indicated the estimated 7Q10 Flow rate at the
discharge location to be approximately 1.9 to 3.7 cfs with an average flow rate of about 2.6 cis(1,167 -,
gPm)
I trust the enclosed submittal package addresses any concerns you may have. Please call if you have
any questions.
Very truly yours,
David D. Smith and Company, PLLC
po�QOFEss y94}
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David D. Smith, P.E.

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DAWDA DMffM AND COMPANY PLLC DOWPfl n SA, 'J¢('- b =� ,�r P 7 NN _3 r /,�,etn�.. _[•��
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DAVID D.SM/7N AND COMPANY PUG
( cIWl and structural en9lneerin9 consWtadts C PW by P11N 2t+2a l�� �'�e.�i.��
$' tBg aBo cn,kftad ZN 12,E NC 28790
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DAVID S.SMITH AND COMPANr,PLLC Q 4�; v' P'*dN
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B & B CONCHEPB PRODUCTS, INC.
471 Georgia Highway -
Franklin, H. C. 28734
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phone [phone] pRCFly�
August 16, 1484
U��OttAW%410*�
,ez an Septic Tank - 2 pLeceTypes Two compartment '46W
Materials Reinforced concrete %-000 lb, teat RECEIVED
le
Shapes
bs Inside 302"r Outside 107"
Vidtas Inside 48' 1 Outside 53"
Depth Totals N8e [,s° Nov 5 We
Depth Liquids -36" 41"
Freeboards 12"
Length against widths 2.12 to 1 fAU,HEaiiiii OWES$ECYIOq
Liquid capacity, t -¢$O gallons
Inlets Straight, (3) provided
Omtlats Septic Tank Tee Polyvinyl chloride (PVC)
Sanitary Tao - Class 160 (4.)
Tops - Solid with an 18" x 180 nanhols at each and.
No. 3 Heber Needles
Boworotags 6" x 6" x No. 10 gauge mesh in aides, top,
bottom and baffle.
San ta,e N �bFcreesmj aUw� —� papa znt of Hurnan Re rces
J- 'sy a TLeT. Dn- I e Sewagt t naie t. Dlv s o� f Heaith rvices
L-.J Env. Health SeMLes Saoticn ` Fnv,innientat -alth Section
Div, of Env. Health, DEHNR t
Serial No.
File No.:.__�R. )�,__ Date
Date
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ConcPele prod"Cli, ,9nc.
4y71 GEORGIA HIGHWAY.., 4
FRANRLIN. N. C. 28734 )02
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E—ZP�C*WTREAT
Re-Circulating Synthetic Filter
Operation
and Maintenance
Manual
Mode's bearing the NSF mark are certfi.d Cie.I
to one or more fthe following stantlarft
NSF/ANSI CO
NSF/ANSI 245
NSF/ANSI350
@2017 E-Z Treat 2-2017

v;
TABLE OF CONTENTS
1.0 General Instructions 1
2.0 Basic Operation and Maintenance Requirements 2
2.1 Septic Tank 2
a" 2.2 Re-Circulation Tank 3
2.3 Control Panel/Pumps/Alarms 3
2.4 E-Z Treat Re-circulating Synthetic Filter 4
2.5 Cleaning the Filter Media 5
® 2.6 Replacement of Media Mattress 6
'a 3.0 Attention System Owner and Users 7
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1.0 General Instructions
E-Z Treat Company requires regular lifetime annual inspection and lifetime annual maintenance
of the E-Z Treat Re-circulating Synthetic Filter,as a condition of purchase and ongoing
operation compliance.The mandatory service contract will include a performance based system
inspection.The service provider must be trained and certified by E-Z Treat Company or
I .I lgtr 'i,l authorized representative.
All inspection and maintenance reports
must be forwarded,along with any
additional documentation,to E-Z Treat
Company,the local authorized E-Z Treat
Dealer,and all required or designated
regulatory agencies.
® This manual contains a list of the
routine maintenance procedures that
are required by E-Z Treat Company.
Failure to perform the required system
maintenance could reduce the desired
-`— performance of the system and will
void the warranty on the E-Z Treat
Re-circulating Synthetic Fitter system.
CL
F
rt
W The E-Z Treat Re-circulating Synthetic Filter system should be inspected by an
6
f9 authorized service provider at start-up and for all inspections thereafter.
tD
-------- - - -
rZ
LU
E-Z Treat Re-Circulating Synthetic Filter Pods
Model GOB
Model 5200
Pods can be configured in multiples for higherflow systems.
Call:703.753.4770 or visit: eztreat.net Q2017 E-z Treat

I
2.0 Basic Operation and Maintenance Requirements
2.1 Septic Tank 2.2 Re-Circulation Tank
The septic and re-circulation tank shall be There-circulation tank shall be inspected
j inspected annual) to ensure the are o er- annual) to ensure it is operating
..� P Y Y P Y p g ,
sting properly.Remove the access covers Remove the access covers overthe tank j
u tia over the tank openings to perform the openings to perform the inspection.
inspection.
Verify that the lid and riser assemblies are
1.Verify the lid and riser assemblies are watertight.Checkfor any damaged,water
watertight,Check for any damaged,water weeping marks,holes or cracks,the system
weeping marks,holes or cracks.The system must remain watertight to perform properly.
must remain watertight to perform properly. '..
® 1.Inspect the liquid level in the re-circulation
'a 2. Remove,clean and replace the outlet tank,it should be level with the bottom of
(D effluent filter in accordance with the the outlet pipe.
instructions provided by the effluent filter
ra manufacturer. 2.At initial system start-up,remove the end
caps from the spray manifold.Operate the
3.Inspect the liquid level in the septic tank, re-circulation pump by turning the pump
I) it should be level with the bottom of the control to the"HAND-ON"position. Let
:3 outlet pipe. the pump run for one minute then turn the
9
pump control to the"OFF"position repeat
: 4.Inspect the effluent and scum layers in this procedure three times to flush any
T. the septic tank.Look for oil or any other construction debris such as dirt or pipe
3 contaminants that are not normal. shavings from the spray manifold.Replace
Mthe end caps hand tight—do not use
5.Verify the tank has received its scheduled wrenches or pliers.Re-set the pump con-
7
pumping and cleaning.Check the solids trol selector switch to the"AUTO"position.
(� layer in each of the tanks.if the solids layer I
lD is excessive have the tank pumped. 3.Inspect the float by-pass valve. Manually
X start the re-circulation pump and observe
W the float ball valve,the ball should drop as
=I - - -- - - - - - -- - - - - - - -the liquid in the re-circulation tank drops the
S effluent returning from the E-Z Treat pod
should flow back into the re-circulation tank
and should not flow out the discharge pipe.
4.Verify that all the re-circulation pump
floats are in good condition,properly
secured to the float bracket and are able to
move freely within the re-circulation tank.
5.Observe the system as it re-circulates.
Visually verify all flows through the system.
Call: 703.753.4770 or visit: eztreat.net 02017 E-Z Treat e

2.3 Control Panel/Pumps/Alarms
1. Check the functions of the E-Z Treat Re-circulating Synthetic Filter control panel.
Control: Main Control"ON/OFF"switch
Function: Turns power ON or OFF
Control: System Setting Switch"MANUAL ON"and"AUTO ON"
f 4fegl 1' y}„ Function: "MANUAL ON"overrides all float switches and time clock switches
� " D < "AUTO ON"allows for normal operations dictated by the time clock and float switches.I t4r
Fl� Control: Timer"MINUTES ON"and"MINUTES OFF'
Function: Controls run thereof re-circulation pump i.e.GPD re-circulated through media.
Control: High and Low Water Alarm"ALARM ON","ALARMAUTO"and"ALARM SILENCE"
Function: "ALARMON"will manuallyturn on the audio/visual alarms.
"ALARM AUTO"is the normal operational settingand"ALARM SILENCE"turns off the alarms.
0
Check re-circulation pump. Placates system 3. Place the system in the normal operating
"4 in the manual mode byttiming the re-cecula- mode by turning the re-circulation pump
tion pump switch to"ON".There-circulation switch to"AUTO".Verify the timer
® pump should begin to supply effluentto the ON/OFF settings are the same as set at
spray nozzles in the treatment pod. system start-up. Record those timer
W settings in the system log.
2.Check the voltage and motor amp draw -
and record the readings. If the readings 4.Verify the accuracy of the system ON/OFF
are beyond the limits of the NEC recom- Timer.To accomplish this use a stop
W mendations, have an electrician check watch and verify the length of time the
the main service line feeding the system re-circulation pump is OFF then verify the
control panel. time the re-circulation pump is ON, those
times should match the ON/OFF Timer
0) settings in the control panel.
Window will display OFF"Sec',"Min"or"He'.
Rotate OFF screw until
Light will bum Green to indicate his -ei . .. ^Min"appears in window.
re-circulation Pump is OFF. -.-•—es�"y,.
OFF screw displays
Lighlwill burn RED to -so- �p' '9 ter i, seconds,minutes or hours.
indicate re-circulation Pump is ON.
Rotate dial to desired minutes ON.- -r- y
Clock face screw will change the Window will display ON
clock face from a maximum time "Soc,"Min"or"Hr.
of 1.5 units to a maximum of 30 units. --•--^ Rotate ON screw until
Always set the clock face to 30. ---► . ,r "Min"appears in window.
41L1R0[1 H3CH ('r,It';
Rotate dial to desired minutes OFF. I ON screw displays seconds,minutes or hours.
Call: 703.753.4770 or visit: eztreat.net ©2017 E-Z Treat 3

5.Con Firm the operation of the visual and 7.Verify the floats are operational by manually
audible"HIGH"and"LOW"water alarms. raising and lowering the floats to simulate
The control has an alarm switch clearly the systems normal operation.Verify proper
marked Alarm"ON%Alarm"AUTO"and operation of "High Level Float"by lifting
Alarm"SILENCE"Place the alarm switch in the float while the system T is in the"OFF" i
the"ON"position,you will hear a loud time mode,the re-circulation pump should
buzzer and see a red flashing light.Move turn on over riding the"OFF"timer,the
the switch to the Alarm"SILENCE"position Visual and Audible alarms should activate.
the red light and buzzer will go dormant. Return the float to its normal position the
re-circulation pump will turn off.Reset the
6.Once the alarms have been triggered alarms and manually lower the"Low Water
1, return all settings to their original position Float"with the timer in the"ON'mode,the
of Alarm"AUTO"(if applicable,verify the re-circulation pump will turn off and the
operation of the telemetry unit by checking visual/audible alarms will activate.Return
the alarm notations on the website.) the float to the normal position and the
re-circulation pump will run.Reset the
.0 alarms.
fD
8. Properly re-install and secure all tank
accesses!
i
W 2.4 E-Z Treat Re-circulating Synthetic Filter
CL The E-Z Treat Re-circulating Synthetic Filter should be inspected to ensure it is operating
0) properly.Remove the pod cover to perform this inspection.Each E-Z Treat system should be
3 installed with a sample box located on the final discharge side of the treatment system,this
H, sample box is ideal for grab samples. If the installer failed to install a sample box grab samples
(D can be taken from the pump discharge tank.Many state regulations include instructions for
7 taking grab samples those rules and procedures supersede E-Z Treat.
5)
P1 1.Take a grab sample of the effluent check for: 2.Observe the spray distribution nozzles
M a. Odor,the effluent may have an earthy during operation.If a nozzle appears to
or musty smell there should be no be clogged or if the spray pattern is not
ID g or offensive odors present. uniform,remove the nozzle and clean the
strong D - - - -. - nozzle using pipe stemcleaning brush.
C: b.Color,the effluent should be clear and
W absent of any color. 3.Record the pressure reading on the dis-
c. Solids,there should be no visible tribution manifold gauge.Compare that
suspended solids pressure to the pressure recorded atthe
J.Solids,let sample set for 15 minutes, previous inspection.The pressure should
there should be no visible settling of read 18 to 25 PSI,
solids. a.Verify the pressure gauge on the spray
e.Test the pH,it should measure 6.9 to 7.5 distribution manifold is performing
properly.
If there is odor,color or solids clean the media. b.Verify the flow rate at the spray nozzles
(it should be 1.75 to 2 GPM).
If the pH is below 6.9 reduce the re-circulation c.Verify the re-circulation pump is the
rate by increasing to"OFF"time on the Time same make and model pump that was
Clock Control.Recheck the pH in 90 days. specified forthe original installation.
i
I
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cl,Verify the re-circulation pump is per- 4.Verify the treatment pod is properly draining
forming in accordance to the pump by looking down the pod side wall vents,
manufacturers'specifications including there should be no standing water,the
amp draw and flows at specific pressures. bottom of the pod should be visible.
e. If the pressure is above the prior record-
ing or above the start up setting,open 5.Visually inspect the surface of the treatment
the ends of the distribution manifold lines, media for:
manually startthe re-circulation pump and a. Holes,tears,loose seams
allow it to run for 5 minutes.This should b.Foreign material
flush out the spray distribution lines.If the c. Blacl<color on media(media should have
pressure remains too high,after cleaning
light brown tint)
the spray nozzles and flushing the spray
distribution lines,adjust the pressure to d.Excessive bio me t growth
the desired PSI using the ball valve on e. Fondling
the main spray distribution supply line. f. Clumping of the media.
.� F. If the pressure/flow is too low check for
fU cracks,breaks or obstructions in the Note:If any of these conditions exist the
`4 main distribution supply line. media needs to be cleaned.
ty
r^N
Our
Cleaning the Filter Media
Depending upon influent strength and influent volumes,excessive biological growth can
accumulate inside and on the surface of the media filter after 7 to 10 years of use.
Cleaning of the media is a very simple and easy 10-step process:
(D Step 1: Turn off power to any discharge pump.
fll
:3 Step 2: Remove the treatment pod cover and remove the spray distribution manifold.
n
Cb Step 3: Connect wash down hose to the main spray distribution supply line.
X
0) Step 4: Manually turn on the re-circulation pump.
0) Step 5: Pressure wash the surface of the media mattress,the wash water will drain into the
re-circulation tank and will be re-used as wash water.
Step S: Roll the media mattress and wash the sides and bottom of the media mattress.
Steep 7: After the media is completely cleaned properly place the media mattress in the
treatment pod.
Step®: Re-Install the spray distribution manifold.
Step 9: Pump out and clean the re-circulation tank removing all the wash down water.
Pump out the septic tank.
Step 10; Turn on powerto discharge system and return the treatment system
from"Manual"mode to"Automatic"mode.
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2.6 Replacement of Media Mattress
If the filter media is exposed to excessive concentrations of petroleum products,paints,glues,
waxes etc.it will become necessary to replace the media.The replacement process it is a very
erformedb
fast and simple.Removing the media mattress should be p y service agents that are
a trained and certified by E-Z Treat Company.
I Step]: Turn off power to re-circulation pump,discharge pump and controls.
Step 2: Pump the septic tank and re-circulation tank to assure continued service by residence
n� h' during the replacement. III
ui.
Step 3: Remove the spray distribution manifold.
Step 4: Lift the media mattress out of the filter pod.
'a Step S: Place the mattress into the fiberglass transport container provided by E-Z Treat
(D Company.The container is easily hauled in a pickup truck or on a light duty trailer.
rr Step 6: Install newflter media and replace distribution manifold.
D Step 7: Reset all system control settings to"AUTO"and turn the main power switch to the
I) "ON"position.
Once the mattress is returned to E-Z Treat Company,the styrene material will be sent to the
nearest recycling facility for processing.Alternatively,the service provider can transport
the mattress to the nearest styrene recycling facility for processing.
7
(D
9
0) i
fl
N
d
i
i
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3.0 Attention System Owner and Ustrrs
CAUTION
Do Not open or enter any system components for any reason.
If a problem aXiStS Or You have questions about your system,
call your authorized service provider.
Once the E-Z Treat Re-circulating Synthetic Filter system is installed,a post-construction
conference is recommended.This is an opportunity to familiarize the ownerwith the system.No
attempt should be made to adjust any component of this system except bya Certified Operator.
0
`a The E-Z Treat Re-circulating Synthetic Filter system allows the homeowner to receive a
(D high quality, reliable and economical wastewater system that protects the environment.As
0) with any onsite wastewater treatment system,the homeownershould be Familiar with basic
guidelines which help the system achieve repetitive, reliable performance. Please do not
2 1 hesitate to contact your certified operator or E-Z Treat Company with any questions,
concerns or comments about your E-Z Treat Re-circulating Synthetic Filter system.
Users of the System—Remember!
To assure proper performance of your E-Z Treat Re-circulating Synthetic Filter,you should
avoid disposing of the following products into your septic tank:
- Oil&Grease(kitchen waste)
(D - Water Softener backwash
® Wax&resins
J - Petroleum Products
n - Paint&Paint Solvents
- Pesticides
® Condoms&sanitary napkins
W - Toxic substances(Liquid Plumber, Drano,etc.)
- Non-Bioclegraclable products(cigarette butts,antibacterial wipes,etc.)
try ® Any kind of septic tank additive(Rd-X,etc.)
Owners of the System—Remember!
* Keep heavy loads and traffic off of your onsite system components and drainfield.
* Never drive cars or trucks within 10 feet of any system access lids.
* Landscaping or future building projects should be planned with the drainfield and drainfield
repair area in mind.
* Do not shovel or blow snow on top of your onsite wastewater system.This will temporarily
limit access to your system and could overload and damage the system.
* Make sure drainage from the house or around the property is carried away from your
onsite system.
* DO NOT OPEN OR ENTER ANY OF THE TREATMENT SYSTEM TANKS.
SEPTIC GASSES CAN BE TOXIC,CAUSING SERIOUS INJURY OR DEATH!
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I�
E-Z-. T
PO Box 176
Haymarket,Virginia 20168
T 703.753.4770
F 571.248.8837
eztreat.net
02017 E-Z Treat 2-2017

E®
Re-Circulating Synthetic Filter
Design Guide
and
Installation Manual
T)
Moaelz bearing It.NSF mz.M or.o.1inea clzssl
to error more or the followleq smodams:
NSF/ANSIJO
NSF/ANSI 245
NSF/ANSI 350
m2017&Z Treat 2-2017

TABLE OF CONTENTS I.
i
1.0 Treatment Process Overview 1
2.0 Design 1
2.1 Re-circulation Tank Sizing 1
Feu, 2.2 Filter Performance 2
2.3 Operating Costs 2
2.4 E-Z Treat Loading Rates 2
2.5 System Overview 3
2.6 Spray Manifold System 7
fp 2.7 Filter Media Mattress Material 7
2.8 Decentralized Design Options for Commercial,
Community,or Large On-site Systems 8
3.0 Installation Instructions 12
3A Pre-construction Meeting 12
3.2 Off Loading Treatment System 12
0) 3.3 Excavating and Installing the Pod 13
7 3.4 Piping the E-Z Treat Pod Supply and Return 13
S^ 3.5 Installing the By-Pass Valve 13
3.6 Installing the Re-circulation Pump 14
tn 3.7 Setting Pump Control Floats 14
rt
gj 4.0 Start-up 15
O Appendix 1: Model 600 Configurations 18
Appendix 2: Model 1200 Configurations 20
Appendix 3: Typical Commercial Configurations 22 '..
® Appendix 4: High Strength Waste Case Study 24

1.0 `IPreaCrraen@: Process Overview
The E-Z Treat Re-circulating Synthetic Filter system operates as a fixed media,packed bed filter
system. In these treatment systems,larger solids contained in the applied effluent are
retained within the media by filtration,typically in the upper level of the filter media.A bacterial
p fllmforms on the surface of media grains and providesfor removal of soluble organic material
and small colloidal matter by absorption bythe bacteria intheflm.Decomposition of the
absorbed material occurs during rest periods in the filter,when there is no application of
;y5j effluent.The organic material becomes an energy sourceforthe bacteria to maintain them-
selves and produce new cells.Over time,as the filter matures,the film layer forms through-
out the depth of the filter media and by-products of the biological process pass out ofthefl-
ter.Re-circulation of the water leaving the filter back through the filter surface provides for
additional treatment bythe bacteria in the media bed,as well as a mechanism for moving par-
tially decomposed organic materials,bacterial waste products and other debris from the fil-
ter.This keeps the pore spaces within the media from clogging.Treatment using recirculating
media filtration systems is generally an aerobic process and re-aeration of the media,which
N occurs during the resting(non-dosing)periods,is essential for proper treatment.
6i7
0 Table'1 Recommended System&Re-circulation Chamber
C: Sizes for Residential Applications
gy 2.0 Design W3001
NMany types of media are used in packed bed filters. 0 300 1 1
Washed,graded sand 400 750 400 1 1
was the most common, 1 500 900 500 1 1
Other granular media 600 900 600 1 1
p) used include crushed 700 1000 700 1 1
glass,garnet,anthracite, 800 1000 500 2 1
plastic,expanded clay, g00 1500 900 2 1
expanded shale,open-cell 1000 1500 1000 2 1
foam,extruded poly- 1100 1500 1100 2 1
styrene,and bottom ash 1200 2000 1200 2 1
1300 2000 1300 2 1
from coal-flied power ` 1100 2000 1400 2 1
Z plants. __.___.-
Notes:
1.Tank shing are not exact and mayvary P or-10%)based on eveOebOry of locally
Media characteristics proau,ea tanks.
can limit the number of 2.For seasonal or intermittent use appllaations,please contact us for design guidance.
doses possible.Media
re-aeration must occur
between doses.As the
effective size of the media decreases,the 2.1 Re-circulation Tank Sizing
time for drainage and re-aeration of the
media increases.The BODS loading should For single-family home systems,the re-
decrease with decreasing effective size circulation tank is typically sized to be equal
of the sand. to 0.75 to 1 times the design peak daily flow.
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2.2 Filter Performance
When treating domestic strength sewage Tablet
(300 mg/I BODS or less)up to the design flows NSF Testing Performance Summary
and loads,a properly maintained E-Z Treat _
Re-circulating Synthetic Filter will typically
perform better than the 30-day average Boos 2mgll
j requirements of NSF Standard 40 Class 1 TSS 2 mgll
/Q (25 mg/I CBODS and 30 mg/I TSS). 00 3.3 mgll
Turbidity 2NTU
E.coil' 2 MPN1100m1
dr ' Reductions in the CBOD and suspended 9 Totaoptbeoalen Reds d onor
( 5 P H 6.8-7.5 li
solids lT$Slinfluen[concentrations will be sq� �,
ia ° Ir� attained within a few weeks of commissioninwithg - -
1,`; and should be consistently achieved over the
lifetime of the styrene media.
CBODS and suspended solids(TSS)treatment
performance in the styrene media is not
1.0 subject to significant variation with ambient
:3 air temperature fluctuations.
(D 2.3 Operating Costs 2.4 E-7_Treat Loading Rates
0)
Power costs for pumping at 3 to 4 kWh/day In accordance with the EPA Design Guidelines
' are in the range of$9 to$12/month, and field testing of the E-Z Treat Re-circulating
Synthetic Filter Model 600 can be continuously
The E-Z Treat Re-circulating Synthetic Filter loaded at 750 G P D and 2lb BOD.Model 1200
W system incorporates technology resulting can be continuously loaded at 1400 G P D and
from years of independent research in 41b BOD.EPA research and testing has
r-N re-circulation sand bio-filtration.Our system proven that system designs,such as the E-Z
applies each area of this technology in a pre- Treat Re-circulating Synthetic Filter system,
packaged system.This ensures consistent will produce a high quality effluent at loading
field performance in reducing BOD,TSS and rates in excess of 25 gal/ft2/day.
W _Total Nitrogen.The system addresses media
: size and composition,drainage and ventilation,
C: optimum dosing cycles per hour,depth of
filter media,pre-treatment of effluent,
pre-filtering of effluent to ensure particle size,
even distribution of effluent over the media,
and piping design that optimize treatment
within the system,
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2.5 System Overview
Prior to entering the re-circulating Pump tank the pod.The Roatby-pass valve maintains
the effluent will,be treated in an anaerobic constant liquid volume in the re-circulation
chamber fitted with an effluent filter;this tank.The float by-pass valve allows the
filter should remove any solids greater effluent to be constantly re-circulated through
, II than 1/16".The second chamber will be a the synthetic filter discharging only the daily
I
F s + re-circulation chamberfitted with a float ball forward flow volume after it has passed
''• Vh by-pass valve and re-circulation pump.The through the pod. In designs using an external
a5• ! float ball by-pass valve connects,inside the splitter box the float by-pass valve would be
uf "'• u ftla�
re-circulation tank,to the 4"return line from eliminated from the re-circulation chamber.
(A Standard Model 600 Package:
7 Model BOB Pad
2 STEP-20 Re-circulation Pump,V2 HP
B Float By-Pass Valve
(fl - 4 Control Panel
5. Sephc Tank Effluent Filter(supplied by others)
C®
ry `
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C
STEP-20 Re-circulation Pump
Table Pump Specifications
B
Shell Stainless steel
Discharge 70,20 and 30 GPM models:fiberglass-reinforced thermoplastic, 50 GPM models:stainless steel
f ;{ Discharge Bearing Nilsson'
Y�I
u Impellers Deldn"
r
Diffusers Polycarbonate
�I} ku''1 k4itsi7ti' Suction Caps Polycarbonate with stainless steel wear ring
1jl k Threat Pads Proprietary speolflcadon
nr Shaft and Coupling Stainless steel 300 grade
Gu
Intake Fiberglass-reinforced thermoplastic
Intake Screen Polypropylene
(n Jacketed Cord 300 volt°SCOW"jacketed t wleads(2 wire with ground);optional 20 30',,50"and 100 lengths available I
dehinis is a registered trademark ofE.l.Dapper Nearearsa Company
" Nylatmef Is a registeredt tl k of polymer Cerro ration
S.ts.P.Pluto is a res Isuderea trademark of Pentair Water
In order to provide the best products possible,Spedncations ar subject to shouted
(D(
2)
Q.
5 Table R Pump Performance-20 GPM
(A Capacity Liters per Minute I
dl 0 25 50 75 too
00
]�
80 '
� 250
fll —
200 _. . _. _ - _. _. . _. . _80 .ems'
E
� a c
50 a
� 40 r
1 100
20
50
- 0 10 20 30
Capacity Gallons per Minute ,� ?-" -
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E-Z Treat Float Bill By-Piss Valve
WEIR INLETOUILR
ILL, BALL
WEIR
N ALL
F] 2.7E'
222
OUTLET
a.
LJ).
Ol E-Z Treat Re-circulation Pump Control
Model EZ SR-12
If, 4
ew
0)
k-- c
7
Re-olmolulJon pump power source terminals T1 A,T2
High Level Alarm(top float)connects to terminals#5 and 6
Low Level Alarm(bottom Long worems to terminals#1 and 2
Wide Angle Pump'ON'&'OFF"finer wativalion(middle float)terminals#3 and 4
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E-Z Treat Re-circulation Purnp Control II
Model EZ SR-12
i E-Z THAT
1 (13{ a1 — CDNTROL�ALAREI
"S IIS -1 ROTfz
LLAkAf -') 1 IOA II W IIIN. RFUIEC II(N
DIE
PUMP
41;�y.`Zp 1 III LLLLLL 11 230V
j 1 G = 1Orl,rRL
�� pf P ! N PROi[Ci10:!
1
A j
�. (,
b" 40ipq IXAP`C CI
IxPOV%I/i/� y/I61 v
z /rxrnPPon Hx
TRI
8-
1111 p'LN SET FW 10.11
ryJ yn R4N illd Ewa),2—
@/p Y TO SET VIC 11MU,USE A SWEY0RIM TO
+[ x91 alam n11r" INLFfUEN iR(Iln,mlM1uec)UNTL
5 g WE )WRE0 I Ell"In 15 0151IAroi In 111p0W
3 L. 1NE OI AIII '.'CNIFE ANAL 1111IANE
+pAJ IOVresT(G-Lx) rG TxE Ine«ev( la xANCe
_ UP BY AO IR4 WE WISP LrT AOJVEn1ENr
SCfliYE SLLECI Pi %AU A RA1111 Al POS'v'113L
IVAY VALL ALTO%'YW AIIO VYf" 1VF.1 IO RE
(A HOW LEVL GON(mxE0 lmaro n. usE 1HE LFRGE DIAL(gne.
R6 Palnin) 10 SEI 111E -.IF 1111E.AIM IVE 1111EL
DIAL(.P^ICLo) I.SEI R,E b1!' 1uAc nm
w6E11 111UI1nr41 .11 u^xl (Awlpu IVE '.'I
1 'FaW, nlF.11.Mr1(Ai.R 1q1 1c«r m.Rnv.
All "r
pF —OFF/ MER ENABLE
0 SEE N07E5; 3 & 4 \V. _- Tia)OF WINOS!
—REDUN04NT ORF TCR1 1 v/FE xE IORCUE:
L01V LEVEL FLPR11 Y CI 1L1 L
3-,v. iE1HElf� L I'I 1T) 10-leLly. 22
1 10 �! y Jon
s lil/
+uu f uRC1i - 10-2x I -e x os
nn 11 nls
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I

2.6 Spray Manifold System
To maximize the effectiveness of every
cubic inch of the media material,the
Model 600 employs a spray manifold _a V„+E
with 8 evenly spaced wide-angle spray
tt, 'r rrY nozzles and Model 1200 employs
12 nozzles.The nozzles are plastic
construction with a free passage of I
0.0625"in diameter;this large free i IEl .• I
passage helps prevent nozzle cloggingli
while maintaining a consistent misting !
spray.The manifold is assembled
with a pressure gauge and valves
allowing forflow rate adjustments.
Model 1200
LrE 2.7 Filter Media Mattress Material
The E-Z Treat Re-circulating Synthetic Filter
c§ system employs a manufactured synthetic
C media which is encapsulated in a mattress
E like container.The mattress is fabricated from
(D anon-biodegradable;chemically resistant,
0) loose weave polypropylene material with a
weave pattern at 90 degree intersections WE.
_ creating 0.078 square openings allowing
7 effluent and air to flow freely while containing MOMEM
in the media material. Polypropylene Mattress Material
W
0d
yv This media is very uniform and provides ample
r'✓: surface area forbiological growth.The media {('
, .
9 also has enough voids to accommodate good
:3 air and liquid flow.These void spaces also
X allow the passage of very small solids that ' `'•
IU would clog many filters.The media is very
lightweight making it resistantto compaction j
0) which can lead to poor air and liquid flows,a
problem that plagues many media filters. Styrene Media
The media consists of lightweight,non-
biodegradable plastic spheres.
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2.8 Decentralized Design Options for Commercial,Community,or Large On-site Systems
BIG-EZ3L
I
® 11"MANIFOLD
H-UU U �
d
� 1"SUPPLY LINE
PI'
4"RETURN
Z)
X BIG-EZ4L03
W � I
1 I_
1 I I 1/2"MANIFOUD
I
1 SUPPLY LINE � '�
vz s
4"ftEIDRN LINE� '
Haft-
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FIG—EZSL — --- --
I i qr'
1 1 mmmmun
MFNIfOID
flu,I
Piy�Rt w t ..
3 11 SJ t
s
11/SSViPtY tIN!
U
D Q'RETURN LINE/
Q
CL
ti
C
N BIG-EZ 6L '
r+
e4
QI
� 9 1/2"MANIFOLD
/1 1/2"SUPPLY LINE
J
4"RETURN LINE
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1I
( �}4
µd
T.
Golf Club (Haymarket.VA.) Effluent Dispersal Method: Low Pressure Pipe
Daily Flow: 20,000 GPD
This system was installed at the dub
Treated Effluent Parameters: BODs: 10 Mg]
(p in 2009. T55: 10 mgl
TN: 20 mg/I
ro- I
s7 r
pt`5 mfl �+�frv.3,
Residential Cluster (Lake James,NC) Effluent Dispersal Method: Infiltrator Chambers
Daily Flow: 25.000 GPD
This system services a lake-side complex
Treated Effluent Parameters:
consisting ofsingle family homes.apartments 0 mgl
TSS 1
community center and swimming pool. T55: 10 mgl
TN: 20 mg/I
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al
en W>
@ Motor Home Park (Smokey Mountains) Effluent Dispersal Method: Infiltrator Chambers
Daily Plow: 30,000 GPD
� Treated Effluent Parameters: BODs:10 mgl
TSS: 10 mgl
TN'. >60%
N
P1°
N
e+
1L
C
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3.0 Installation Instructions
E-Z Treat Company or its representative will conduct on-site training with each installer before
they are certified to install E-Z Treat systems.The training will include instruction on proper
site prep,locating pod,equipment handling,excavation,pod placement,piping,wiring and
I � start up of the E-Z Treat system.Annual classroom training will be a requirement for installers
I to maintain their certification.As a condition of E-Z Treat certification,contractors must have
t4.a proper state and local licenses and appropriate insurance policies.E-Z Treat distributors will
9
only sell or authorize installations by E-Z Treat certified installers.
e
ss The E-Z Treatment pod will ship pre-assembled,requiring only field piping of the pod supply line
and discharge line,installing the re-circulation pump,4"float by-pass valve and the re-circulation
control.When installing the E-Z Treat system the order of components installation is not
critical and each segment can be installed independently.
(D t
to 3.1 Pre-construction Meeting 3.2 Off Loading Treatment System
Apre-construction meeting is recommended The E-Z Treat Re-circulation Synthetic Filter
0 before any construction commences.This pod is injection molded polyethylene weighing
meeting is an opportunity for the owner, about 300 pounds.Because of the relative light
builder,engineer/designer,local regulatory weight and toughness of the material,special
agencies,service provider and installer to handling is not required.Two people can easily
W clarify property lines,building location,system unload the pod.If machinery is used to off load
7 location,power sources,drainage areas,final the pod or transport it to the excavated hole;
9.
site grading and answer general questions. nylon straps,chains or cables used to lift the
5 pod should be in good condition and rated for
M. at least 1000 pounds.The re-circulation pump
and control will be shipped in factory sealed
cardboard box,these items are not fragile but
should be handled with reasonable care not
dropped or thrown.
Ol
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3.3 Excavating and Installing the Pod
The first consideration when installing the
E-Z Treat pod is to assure the pod is not
located in a drainage area and the pod is
located above the seasonal high water table,
this will protect the pod from floating and
If prevent surface water infiltration.
-----------------------------
Excavate a hole approximately
6'W x9'L x 4'H.
fp
Place 3/4"to 1"stoneorequaltoa heightof
4"in the bottom ofthe excavation forming
a level base for the pod to set,this will
prevent settling of the pod and allow for
leveling of the pod. I j
_W a Backfll the pod with clean Fill soil,free of ---- ---- _ -_J
6® rocks and foreign material.Do not compact Model 600 Pod 4"Oitllet
the fill,allow the soil to settle naturally.
a�
,. Once the pod is placed in the excavation
adjust the pod to slope 1"toward the 4"
PVC outlet this assure proper drainage.
>al.
j 3.4 Piping the E-Z Treat Pod Supply
W and Return
L
nce the
d is placed
etween the
et
of the pod and the by-pass valve located
® a Othe re circonnect 4"culatioVC n tank.
7 . �� a Attach 1"PVC supply line between the 1"
inlet on the pod and the re-circulation pump.
Iw
Float Ball
3.5 Installing the By-Pass Valve
The by-pass valve is located in the recircu-
lation tank and one side is connected to the
4"PVC drain line coming from the pod and i
the other side is connected to the 4"PVC
effluent discharge line or into the effluent
pump tank.
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3.6 Installing the Re-circulation Pump
Connect the 1"PVC pipe between the inlet of
the pod and the re-circulation pump.
' 11B"Hola
Always provide a quick disconnect device for
removing the pump,this can be accomplished
with a union,camlock coupler or pitless
adapter,
i 4 DO NOT install a check valve in the pump
supply line this will prevent the supply line to
the pod spray manifold from draining and
may cause freezing.
® To ensure complete drainage of the spray
{® manifold drill an 1/8"hole in the PVC pump
M supply pipejust above the discharge end of
La the pump.
7 T i
3.7 Setting Pump Control Floats(Seepage 6)
fl1
y The control panel will come with three liquid
:3 level floats:
0- Float Settings
1.Low Level Alarm Float protects the -
M pump from run dry damage by turning I 1'
e1 off the pump and sound an audible lJls/:
and visual alarm Set float to activate 4
�- if the effluent level drops to 4' above High
Level f
® the pump intake. Float
2.Timer Enable Float activates the 60% -
0) _ .__ pump run time and assures the pump bgmd Level f
Lg only runs when there is sufficient -- Wide Angle - —
1: effluent in the re-circulation tank.Set Float
float to activate when effluent level in
the recirculation tank is filled to 50%. -
n
Pr
3. High Level Alarm Float will sound an Low Level
audible and visual alarm when the Alarm Float --_
effluent in the re-circulation tank is 4"above pump inlet
too high.Set float to activate when —
the effluent level in the in the re-
circulation tank is level with the top
of the by-pass valve.
„i71
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f
l

4.0 Start-up
Flush the Spray Manifold
Septic Tank and Re-circulation Tank 1.At initial system start-up,remove the end
The septic and re-circulation tank shall be caps from the spray manifold.Operate the
ip inspected prior to start up to: re-circulation pump by turning the pump
control to the"HAND-ON"position.Let
1.Verifythe lid and riser assemblies are the pump run for one minute then turn the
watertight.Check for any damaged,water pump control to the"OFF"position repeat
weeping marks,holes or cracks.Thes s this procedure three times to flush any
rib} Ir':�, P 9 Y -
" tem must remain watertight to perform construction debris such as dirt or pipe
properly. shavings from the spray manifold. Replace
the end caps hand tight—do not use
2.Inspect the outlet effluent filter ins tallation wrenches or pliers.Re-set the pump con-
to insure it is installed in accordance with trol selector switch to the"AUTO"position.
the effluent filter manufacturer's specifi-
( cations.
to 2.Using the ball valve located in the manifold
supply line adjustthe manifold pressure to
3.Inspect the liquid level in the recirculation
p q 20 to 25 P51.
.T tank,the liquid should b sufficient to
activate the Timer Enable Float. 3.Observe the system as it re-circulates.
k Visually verify all liquids flows freely
4.Inspect the location ofthe float controls. through the system.
U.. They should be securely attached to the
float bracket,free to float without Setting the Re-circulation Pump Control
obstructions and the location of the floats 1.Check the functions of the E-Z Treat
:3 should correspond with the float diagram Re-circulating Synthetic Filter control panel.
on page 10. Control:Main Control"ON/OFF"switch
thPower Supply Function:Turns power ON or OFF
tV 1.Verify the main power supply to the re- Control:System Setting Switch
circulation panel has properly sized "MANUAL ON"and"AUTO ON"
r+ breakers,the proper voltage and is Function:"MANUAL ON"overrides all float
O installed in protection water tight conduit. switches and time clock switches."AUTO ON"
allows for normal operations dictated by the
2.Check the voltage and motor amp draw. If time clock and float switches.
0) the readings are beyond the limits speci-
my fiied on the pump have an electrician check Control:Timer
C the main service line feeding the system "MINUTES ON"and"MINUTES OFF"
d control panel Function:Controls run time of re-circulation
pump i.e.GPD re-circulated through media
By-Pass Valve Control:,High and Low WaterAlarm"ALARM ON",
1.Verify the main power supply to the re- "ALARM AUTO"and"ALARM SILENCE"
circulation panel has properly sized Function:"ALARM ON"will manually turn on
breakers,the proper voltage and is the audio/visual alarms."ALARM AUTO"is the
installed in protection water tight conduit. normal operational setting and"ALARM SILENCE"
2.Check the voltage and motor amp draw.If turns off the alarms.
the readings are beyond the limits specified 2.Check re-circulation pump.Place the system
on the pump have an electrician check in the manual mode byturning the re-circu-
the main service line feeding the system lation pump switch to"ON':The re-circula-
control panel. tion pump should begin to supply effluent
to the spray nozzles in the treatment pod.
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Control Panel/Pumps/Alarms
1.Place the system in the normal operating 4.Verify the floats are operational by manually
mode by turning the re-circulation pump raising and lowering the floats to simulate
switch to"AUTO".Verify the timer the systems normal operation.Verify proper
ON/OFF set the ON/OFF time to match operation of "High Level Float"by lifting
Table S below. the float while the system timer is in the
"OFF"time mode,the re-circulation pump
2.Verify the accuracy ofthe system ON/OFF should turn on over riding the"OFF"timer,
Timer.To accomplish this use
Nq1� ° the Visual and Audible alarms should
A' Y8^1 v5' watch andverifythe length oftimethe
r t activate.Return the floatto its normal
i, re-circulation pump is OFF then verify the
position the re-circulation pump will turn
time the re-circulation pump Is ON.Those off.Reset the alarms and manually lower
g times should match the ON/OFF Timer the"Low Water Float"with timer in the
settings in the control panel. "ON"mode,the re-circulation pump will
3.Confirm the operation ofthe visual and turn off and the visual/audible alarms will
audible"HIGH"and"LOW"we ter alarms. activate.Return the float to the normal
ID The control has an alarm switch clearly position and the re-circulation pump will
m marked Alarm"ON",Alarm"AUTO"and run.Reset the Alarms.
IL Alarm"SILENCE".Place the Alarm Switch
75.Verify all control breakers are in the"ON"
in the"ON"position,you will hear a loud position and all control switches are in
buzzer and see a reciflashing light.Move the"AUTO"position before closing and
C
E the switch to the Alarm" SILENCE" securing the system.a. �.
position the red light and buzzer will go
0) dormant. Once the alarms have been
7 triggered return all settings to their r
a original position of Alarm"AUTO" !'
ET i
in
e+
W
81 Table Timer Settings
r I
W-2.� -
300. _- _750 _.._-300_ — -25- 24.-
400 750 400 2.5 20 2.5 28
W500 900 500 2.5 16 2.5 22
®' 600 900 600 2.5 14 2.5 18
700 1000 700 2.5 21 25 15
800 1000 800 25 18 2.5 13
900 1500 900 2.5 15 2.5 11
1000 1500 long 2.5 13 2.5 9
1100 1500 1100 2.5 12 2.5 8
1200 2000 1200 25 10 2.5 7.5
Note:Tank sizing are not exact and may,ary(mr-10%)based o bifiryoflo Ilyp duced tanks.
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Re-Circulation Pump Timer
Window will display OFF"SEC","MIN'or"RR".
Light will burn Green to indicate Recirculation Pump is OFF. Rotate OFF screw until"MIN"appears in window.
1 I
t n J r Ala, e"H1
ifI 4 gds r.,' Light will burn RED to Indicate rU� .ra. OFF serewdisplays
a �2 Recirculation Pump is ON. --en-x- 1 seconds,minutes or hours.
Al
f '
0 Rotate dial to desired minutes ON.•�--w- t.
_y
S5 d 1
Window will display ON
-mod 'DEC",'MIN' or"HR".
�x1 Rotate ON screw until
Clock face screw will change --=•--rft^ "MIN"appears in window.
the clock face from a maximum 0"1111011 C11f`trd
time of 15 unite to s maximum 1
� of 30 units.Always set the clock face to 30. 1
7 ON screw displays seconds,minutes or hours.
Rotate dial to desired minutes OFF.
M
®1
r4
a
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Appendix A Model 600 Typical Configurations
Note:Note complete library of possible configurations.Contact E-Z Treat for more information.
1-Pod/2-Tank with Simplex Timed Dose Re-circulation Pump
_ , ---- —
u �
N
to ®m2 mmnmrr
s� ase
0) _
tn
rt•
2-Pod/2-Tank with Simplex Timed Dose Re-circulation Pump
tL _
® , 11 " f
7
3: rt
WaaWl-
Mile—
_ 7_- .._ .....e
.mac^
slip
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3-Pod/3-Tank with Simplex Timed Dose Re-circulation Pump
Uh
�f W
n
—_
_ �-
4-Pod/3-Tankwith Duplex Timed Dose Re-circulation Pumps
tu
•n '—v c � s ' ti
tu
I IFrn -- I 1
S
a� •-
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Npperl2 Model '1200 Typical Configurations
Note:Not a complete iibrary of possible configurations.Contact E-Z Treat for more information.
1-Pod/2-Tank with Simplex Timed Dose Re-circulation Pump
It ap`��3iP
85
i
MJT
O
O as
7 — —
7
In 2-Pod III 3-Tank with Simplex Timed Dose Re-circulation Pump
Od }
� � t
0
- w
m rti .
__ r mr_ •
a
P _ _
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i.

4-Pod/3-Tank with Duplex Timed Dose Re-circulation Pumps
-ft_ �_7f
i
i
Y C �
m 'arv.
N
fll
M'
O
a
41
I
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Typical Commercial Configurations III!
N4p:Notaco 3 7yp 9
Note:Nota complete library of possible configurations.Contact E-Z Treat for more information. '
Model 600 4-Pod/4-Tank with Duplex Timed Dose Re-circulation Pumps
I
l i i
®yuwume'm_xa � r
N
i
i
w.
r a i
(D
yMy.
`•-
- l cam_ • _
yam
PM �u
01) Model 1200 2-Pod/4-Tank with Duplex Timed Dose Re-circulation Pumps
rt
0 L
r
-- -� ----- - --- ',
--------gin � � ..-_ -- - r-----_--
1 .,..• .•�,._
®AI a
a— - -a
fi 2
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Model 1200 4-Pod/4-Tank with Duplex Timed Dose Recirculation Pumps
�d. I
�Ae i 9R,eG 4 _E.�Wd%sdc i
! I I 1
I
�rac _ II 1
dm ® I
_^_"_�_
i
a
JL
A _
N
pN
0)
0)
M
U
0)
d
!r
fl)
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Waste Case Stud
Appendix 4 High Strengthy
Below are the test results of E-Z Treat Re-Circulating Synthetic Filter system in a high strength
waste application.This was a repair of a failed High Strength Aerobic Treatment Unit at a
restaurant.The effluent from the ATU plugged the drip field and the tubing had to be replaced.
The health department required the effluent to achieve residential strength quality before
I , I dispersal to the subsurface drip tubing.The solution was to install two Model 1200 pods.The F
/ ai ( state required monthly testing the first six months and annual testing thereafter.The average
` syd3r`1Q p]+r , a daily flow is 1,500 GPD.The system has been operation since 2009 and the media has not
�r`r 'a- •�'2., been replaced or cleaned.
0
Table 6 ROD Loading
(a Daily Flow 7,500
U1 Influent BOO loading 1900 m911
Influent B00 mass load 241bamay
BOb mass load par pod 721bslday
Table? Commercial Test Results(sample restaurant)
OL
7
P71!/12!0!09 2700 25 98.8 2670 33 98.8
7/1612009 2050 50 97.6 3640 32 99.1
8113)2009 2080 27 98.7 2550 39 90.5
919/2009 2030 21 99.0 1670 32 98.1
® 10119/2009 2050 32 90.4 4080 58 98.6
1211712009 1050 14 98.7 385 58 _ 84 9 _
AVG 1916 32 98% 2299 47 96 r
S Effluent sample location:E-Z Treat outrall
Note:System repairs completed by 7/9/2009
i
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C' ral 91 I Y Pump discharge tank BEFORE the repair of
a High Strength Aerobic Treatment Unit at
:restaurant metered fora rd Flow average
, ofOO GPD.
2 r �
I
i I
i � i fff
a3 f
�= Sample pulled from the pppi y+ � 6
dischargede of the
HghSt,.rgihAerob v:
Treatment Unit
�1
U
P4 Pump discharge tank AFTER the repair of a
High Strength Aerobic Treatment Unit using
®j two Model 1200 pods metered forward flow
average of 1,500 GPD.
��t I
Sample oftreated
effluent pulled from
the discharge side of
the Model 1200 pods.
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i
E-Z,-�AREAT
i
PO Box 176 j
Haymarket,Virginia 20168
T 703.753.4]]0
F 571.248.8837
eztrea2.neQ
©2017 E-Z Tr at 2-201]

• DAVID D.5MIrHAND COMPANY,PLLD Desedption: Project Name:^5tO26; ("I u,w�� (G
civii.nd strucfu..I errgm...1,g cone'f N,t, Computed by. Projeet.No�--I, I
28790
T t: e(628)2544448 Likepea Nc�P 0387 Checked by. DdhdW/,a/Vl Pega t of
4a�'I•:I,�t,Cna C j C-t,,<< �:E .n.l rl r';'_k:�4f.�,1•tt.l�a
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_ _— FF2,.n.�lJ4.l.klar 1�,41�`+.Ct�•�`..�iz[sRkW��_'_�'lG. _ _ _ __. . .

DAVID D.SMIrM AND C®MPANy,PLLC oeecr P[oa I n r I
. avll and s1r afl ra/engmeenng consultants
ltt Co P f tlbY t ail P I CNo.7=L;f1{1
1949&be Creek Road Zimonia,NC 26790
Tel.[phone] bcenee No.:P-0387 CM1cked by. 0e, to/\off Page l•. o!
(�1913 ( �I. C. Sf, [�.� ll� l �}"(Gy6�1f }y/£':(>8I'�Y�If lt�y{{ finvlA�lyGni ✓l,•\('r9 w.�
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civil and structural engineering consultants Comp t d by '° Project No ?X aI t 1 t/tg i•<J I
1949 Bobs Creek Roatl Z1.11a,NC 28790
-�� Tel (828 448 Li)2544renaaN P038k hJ'IgJ ,P __af
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®Al/O®.SMITH AND COMPANY,ASC UeseriPtion: /_1�y. Protect Name:
civil and structural engineering consultants .?.
{, Computed by: Project No.fJTP. ln,o 4 "?:
W I949 Saba Crack Road Ziawrie,NC 28790
Tk,[phone] License No.:P-038] Checked by: Date: Wkly\i Page of
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H & D CONCRETE PRODUCTS, INC.
471 Georgia Highway
Franklin, N. C. 28734
Phone 704 524 W3 IIf CLdVc,�
Augaet 16, 1994
gallon 9eptlo Tank m 2 P1ece ��
Types _— Two compartment 56M PamALANNIN�
Materials Reinforced concrete 30, 00 lb, test
Ls Is10engea nide 2"t Outside 107" RECEIVED
Widths Inside 48"1 outside 53"
Depth Totals 48e Co. NOV 6 1990
Depth Liquid, -36s r$
Freeboards 12"
Length against widths 2.12 to 1 ENV. RE&M SERVICES SE01100
Liquid oapaoitys 1— -7--5P gallons
Inlets Straight` (3) provided
OYW.ote Septic Tank Toe Polyvinyl c oride (PVC)
Sanitary Too - Claea 160 (a")
Tops Solid with an 18" x 1$" manhole at each and.
No. 3 Reber Handles
Reia£oroings 6" x 6" x No. 10 gauge mesh in aides, top,
bottom and baffle.
'B6me.posA'e5: '3- ias.6YS '
— r- g_- t' Awl Approved by
w
Depa rt of Human Re mess
3MFf0.1NT N '{y(t�P`��9A ik' lm Uti
58Wi54,8 Div,S,Oi f Health (VICES
Env. Heaftb Se;vices Section ` EriJ.r�nmenla -alth Section
Div, of Env. Health, DEHNR
Serial No.
File No �T53 1(� _ Date y
Dat ��f — g
n I
c II Wi
s o
An �e Join
� moo o l Cnr��4aUS
o I r � „ T TiaY tSa�f/e
I I lAloauAl DIA4'f7@R d4 i¢L�17kBgfR
SFq dAA'T
5

concrele P,.J.cls, .911c.
GEORGIA HIGHWAY.4MISAUAK
FRANKLIN. N. 6. 28734
PFI®N9� AREA 704•524•6463 OR 524-8484 pNH\H�
a/rts m., ®asb S,dsti
Elo
' I
e.
I
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aA-b4 na eA _ _ — _ — _ -_` v4 • - '—I' v° amee
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514/17 e-mailed&
mailed
MACON COUNTY PUBLIC HEALTH
ENVIRONMENTAL HEALTH SECTION
1830 Lakeside Drive,Franklin,NC 28734
Phone[phone] PAX(828)349-4136
5/3/2017
Re: Application for Construction Authorization for Marcie Cramer
Parcel ID#6544445697 Application #043917-S
Dear Marcie Cramer:
The Macon County Health Department,Environmental Health Division on 5 3 2017 evaluated the
above-referenced property at the site designated on the plat/slM plan that accompanied your
Improvement permit application. According to your application the site Is to serve a the Existing 2 BR
with a design wastewater flow of 240 gpd gallons per day. The evaluation was done in accordance with
the laws and rules governing wastewater systems In North Carolina General Statute f30A-333 including
related statutes and Title 15A, Subchapter 18A,of the North Carolina Administrative Cade, Rule.1900
and related rules.
Based on the criteria set out in Title SSA, Subchapter 18A, of the North Carolina Administrative
Code, Rules.1940 through .1948,the evaluation indicated that the site is UNSUITABLE for a ground
absorption sewage system. Therefore,your request for an Improvement permit is DENIED. A copy of
the site evaluation is enclosed. The site is unsuitable based on the following:
❑ Unsuitable soli topography and/or landscape position (Rule .1940)
® Unsuitable soil characteristics(structure or clay mineralogy)(Rule.1941)
© Unsuitable soil wetness condition(Rule.1942)
® Unsuitable soil depth(Rule .1943)
❑ Presence of restrictive horizon(Rule.1944)
❑ Insumdent space for septic system and repair area(Rule .1945)
❑ Unsuitable for meeting required setbacks(Rule.1950)
❑ Other(Rule .1946)Specify-
These severe soil or site limitations could cause premature system failure, leading to the discharge
of untreated sewage on the ground surface, into surface waters,directly to ground water or inside your
structure
The site evaluation included consideration of possible site modifications,and modified, innovative
or alternative systems. However,the Health Department has determined that none of the above options
will overcome the severe conditions on this site. A possible option might be a system designed to
dispose of sewage to another area of suitable loll or off-site to additional property.
For the reasons set out above,the property is currently classified UNSUITABLE,and no
improvement permit shall be issued for site in accordance with Rule.1948(c).
However,the site classified as UNSUITABLE may be classified as PROVISIONALLY SUITABLE
If written documentation is provided that meets the requirements of Rule.1948(d). A copy of this rule Is
enclosed. You may hire a consultant to assist you if you wish to try to develop a plan under which your
site could be reclassified as PROVISIONALLY SUITABLE.
You have a right to a formal appeal of this decision. To pursue a formal appeal,you must file a
petition for a contested case hearing with the Office of Administrative Hearings, 6714 Mall Center,
Raleigh, N.C. 27699-6714. To get a.copy of the petition form,you may write the Office of Administrative
Hearings or call the office at(919)431.3000 or from the OAH web site at
http://www.ncoah,com/forms.html. The petition for a contested case hearing must be Mad in
accordance with the provision of North Carolina General Statutes 13OA•24 and 150E-23 and all other

applicable provisions of Chapter 150B. N.C. General Statute 130A-335(9) provides that your hearing
would be held In the county where your property Is located.
please note: If you wish to pursue a formal appeal,you must file the petition form with the Office
of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER. The date of this letter
is 5/3/2017. Meeting the 30 day deadline Is critical to your right to a formal appeal. Beginning a formal
appeal within 30 days will not Interfere with any Informal review that you might request. Do not wait for
the outcome of any Informal review if you wish to file a formal appeal.
If you file a petition for a contested case hearing with the Office of Administrative Hearings,you
are required by law(N.C.General Statute 1508-23)to send a copy of your petition M the North Carolina
Department of Health and Human services. Send the copy to: Office of General Counsel,N.C.
Department of Health and Human Services,2001 Mall Service Center,Raleigh,N.C. 27699-1601. Do
NOT send the copy of the to your local health department. Sending a copy of your petition to the local
health department will not satisfy the legal requirement in N.C.General Statute 150E-23 that you send a
copy to the Office of General Counsel, NCDHHS.
You may call or write the local health department If you need any additional information or
assistance.
Sincerely,
Darrell McDanlels,REHSI 2552
Environmental Health Specialist
End.: (Enclose copy of site evaluation)
(Copy of Rule .1948)
I
�I,

Mac o n Count y Denial Documentalon Drawingoe= Public Health ON-SITE WASTEWATER
Mantle Gamer 043917-5 N/A
5026 Wayah Road - 6549445697 0.54
Old murphy Rd>Wa ah Rd>A5026
t 210 Gallons Per Day )2 FIR House Padlal Repair
• Oawispace . Fxlsbng Shared Well/OBSite � See Contlldans -
Permit Conditions
This Is not a Pont.For Denial Documentation only.
Diagram(Not to Scale)
Shed AH-2 2,Fa°wa See soil sheet for auger hole evaluators
Y
PL
OAH 1
¢acl Drive Wayah Rtl,
50'Stteameet .
- dAN3
Existing SIR I auSe Exlsiing ST
PI Mitn Way ab I k o! ahl Jl
VI
e Y
• � — "` JRkaho
i
Type r enll Penth: (In Slope: % LTAR: SaprNtte: Type ,Area: (ftr) LTAR: as mlae:
iv.
`pn cenkr "low aide
Thetfogtheeic,thpenmttbl MCPHInnpway Guarantees U.IffMeieplan, penmirs. Thepermit hse denied,
11as,erartFZWngwith apppliann iththegoodles In
01116 Rtheirreaul Rulasf little naps TtlSmenttttp revaatlond 0 tsiteplan,plat.sheer Intent.. nseehaOBes. In perm¢RulbNttarompllanfawith S4,p1955ons
Of Ne NC lawsand Rule far Sewage Treatment and Disposal and W the rontlltlerte 9flhk pemtl[. Cpnatrucmn ntl Installetlon Rules NGC.1959,.1952,.1964,.395a,
.1956�A95J„1959 apd d959 8re NeeryprdCW bV re(ere0ce Intotllk permit antl aM1all be met nueNonsi laJ813tr9-3tr9a
Issue Date:5/3/2017 Darrell McDaniels,REHM 2552 Auhhw dStateAyent

Laws and Rules for Sewage Treatment and Disposal Systems (15A NCAC 10A .1900)
North Carolina Administrative Code 9/11/98
Rule .1949 SITE CLASSIFICATION
(a) Sites classified as SUITABLE may be utilized for a ground absorption sewage treatment and
disposal system consistent with these Rules. A suitable classification generally indicates soil and
site conditions favorable for the operation of a ground absorption sewage treatment and disposal
system or have slight limitations that are readily overcome by proper design and installation.
(b) Sites classified as PROVISIONALLY SUITABLE may be utilized for a ground absorption li
sewage treatment and disposal system consistent-with these Rules but have moderate limitations.
Sites classified Provisionally Suitable require some modifications and careful planning,design,and
installation in order for a ground absorption sewage treatment and disposal system to function. F
satisfactorily.
(c) Sites classified UNSUITABLE have severe limitations for the installation and use of a properly
fimctioning ground absorption sewage treatment and disposal system. An improvement permit
shall not be issued for a site which is classified as UNSUITABLE. However,where a site is
UNSUITABLE,it may be reclassified PROVISIONALLY SUITABLE if a special investigation
indicates that a modified or alternative system can be installed in accordance with Rules .1956 or
.1957 of this Section.
(d) A site classified as UNSUITABLE may be used for a ground absorption sewage treatment and
disposal system specifically identified in Rules .1955,.1956, .1957 of this Section or a system
approved under Rule.1969 if written documentation,including engineering,hydrogeologic,
geologic,or soil studies,indicates to the local health department that the proposed system can be i.
expected to function satisfactorily. Such sites shall be reclassified as PROVISIONALLY
SUITABLE if the local health department determines that the substantiating data indicate that:
(1) a ground absorption system can be installed so that the effluent will be non-
pathogenic,non-infections,non-toxic,and non-bazardous;
(2) the effluent will not contaminate groundwater or surface water;and
(3) the effluent will not be exposed on the ground surface or be discharged to.
surface waters where it could come in contact with people,animals,or
vectors.
The State shall review the substantiating data if requested by the local health department.
History Note: Authority G.S. 130A-335(e);
Eff.July 1, 1982
Amended Eff.April 1, 1993;January 1, 1990
OnsiteSewageLetten.DenialEnclosum-Rule.1948.12-99
Macon County Public Health Center
1830 Lakeside Drive
Franklin,North Carolina 28734
Phone: [phone]-2490 Fax: [phone]

Macon County Public Health Sofl&Site Evaluation Sheet ofnf�
Envifon OMI Health Semien / for On-Site Wastewater System Pmperty ID W '✓6
APPLICAMP: ,(�qnl Cj�. C �a_csn•W� A MHXTIONDATE:
OWNER/
ADDRESS: 'I 26 W d. PL.0 DATEEVALUATIGI
PROPOSED FACILITY: 9 PROPOSED DESIGN PLOW:
PROPERTS'LOCATION-
WATER
PROPERTY5IZE: A
WATER SUPPLY: Bete ❑Public - eIl OSpries OO=r: PROPERTY RECORDED:
EVALUATIONMETHOD: Puliupr Bonn ❑Pit ❑Cet WASTEWATER TYPE: @`Sewage Olndusuial Process ❑Mixed
A LANDSCAPE SOILMORPHOLOGY .1941) RS SOIL
R POSITION/ HORIZON SOIL SOIL SAPROLM, RESTRICME GROUP
E SLOPE% DEPTH TEXTURE, MDYERALOGY/ WETNESS DEPTH CLASS. HORIZON &
A .1940 RN.I__ CONSISTENCE .1949 (.1943 .195 3944 LYAR
N ^u a D IRtry V-gpYg-
4413
1 �S
P� (G Y
Z y/z f
3y IL
4
a �..
DVITIALSYSTEsd REPAIRSYSTEM OTHCR FACTORS(.1946):
Avallohie Speee(.1945) (^,' - SrTC CLASSIFICATION(.194s):
SYst MTP*) EVALUATED BY: /V alKn
Biro LTAR OTHERS PRESENT:
A4 i
� J a
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I 1

I
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I I
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:
I I
i ��\ �-
I i
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II
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g °t° ' Print Form AM
- m Macon county APPLICATION'
r, Public Health ON-SITE WASTEWATER SYSTEM PRIVATE WELL
° ENVIRONMENTAL HEALTH
PROPER r NER -.. . PXDNE/FA1I
ADDR SS .D � . e B L
Cl No PHONE PAX
M NG E
ADoaeBe
r
ADDREBB Q �� D,. . >.._. ACRBABB DATE
ROED
DNlBION: . L PA LM
ENTSTING WATER 611pPLY Dspdng DSIngletuinlip LYMI leadWGl ❑NemReNdertIN ❑PRbllawatarsupply ©None
MY CURRENT WATER SUPPLY IS DRY .DYES' O
atfepplying fore new etrucWra will lCbe eased by the exl-Beg wptereouree Or will It requlmehewpna'DPuturn New 6hium EXiaYJng
I-the Alta 6ubJeeeto epprovxl by any otharpublioxaency+ pyg MCI
Dome Meelm contain exlatl-gwaetewAteYSYatahr(a)? BYES ®fID
UthoaltawlthlnafloodmneasdegnedhyMawnCountyordinance4 ❑YES NO
Does the"he Cordaro any Chemical,Wmta Or P-tmleum fuel storage,NAME or known underground NntamNMNdn7 YES Do
Amthere elryea6emanm or right ofways on the prbp,,W yearIcanywatowater,othartba7s the eltawlN,ma state classlOed watershed boundary? YESDoes the site contain anyArmy Corps of Rapinoera dellneetedjoriadicNonel we0anda? YBB
If YES Ia checked,indicate on 6(te pion
COMMENTBr
APPLYING FOR " provanient?armt PREFERRED DRRINFIELD
__ CanBtmctlon APtheAsatlon
BEOROOM6�""��'�"' OCCUPANTg
RESIDENTIAL p BASEMENT YES O
_? PLUMO1N07 YES NO
RENAIR DdBCRisa PA1WRE � '
FLOWTOADD KS N EXiBTiNB yf OFBEDROOMB I
EXPANSION YEAR SYSTEM WAS INGTAlLED OWNERATTIME QEIH5fA41.pT3ON.
Commercial PUIIPDBE OFSXtu R Or EMPLOYEE i MA IMUM5ERrTND y[tVAnE FOOTAGE
APPLYING FOR, M NEW d REPAtR 13 NYDROP RACTBIRE(REPAIR) ABANDONMENT D arrevl Ti
WILL Type 1 D SINGLE FAMILY WELL ® SHAR4D.WBLL D NON•RBSI0ENTIAL(4gIaItr)
I have rand thhoppllcadonand cmNrythat th-infonnatisn provided herein ISOI Sgygllit and Carnet. Dthe Informat)on In this
Oppllc-Hon Ism7nl0od,changed,a desire Is altered,thepermlt shall become Inva�lS, Authorized oPoelale are granted dghtof entry as
sandpit RecaateI lnepections. Theslts will be made emessible and property lines marked. f-atoramofpermfthy MCpH does not
auamnteso imply prowl of Nture permheppllee0ons by this oranY Other-galley. This application Invalid forpna yaerfmm data
.pp lIWLlon to so ourefEW.
CONTACT US;
1630lxkmide Or,Franklin NC 1E734
ner or Legal RepresentaRve (S413tlf28)3dS4490,(B2B)39g-Z56g
0
Date (BPa)3(G<N -X, uw112S)$nnuom' '
SN+TI . LOLL OATE
a WG {�I, q�. ... LOG'' ALYD BY 6I I PA@ TONGNBO �yv,
9 /Z 'EDyff Nd OS:EO LTOZ-LZ'IdH

Apr.27.2017 03:30 Pm PAGE. 1/ 2
to
d m' Macon County LEGAL REPRESENTATIVE DESIGNATION
o Public Health OWSITE WASTEWATER/ PRIVATE WELL
ENVIROMENTAL HEALTH
Date
I, hereby grant
owners'name(print) 1.e9eI nepramntative (print)
permission to act as my legal representative to apply for Macon County Site Evaluation, Permitting,
and Inspection activities for my property located at;
AoaRaSa r
SU9oMbrON oT ACftEAGe
Applicant assumes responsibility for ensuring that the well(s)and/of en-site.wastewater:system
will be located, constructed, maintained and abandoned in accordance with state rec(ulrements.
The owner or his agent shall sea that a permit Is secured prior to the beginning of
construction of any well/on-site wastewater system for which a permit Is required,
I
The person owning or controlling the well/on-site wastewater system shall be responsible for
assuring compliance with the laws, rules, and permit conditions.regarding system location,
Installation, operation, maintenance, monitoring, reporting, and repair.
0 r�ers'slghatvre Date
Legal Representative's signature Date
i

r r+ n
Page 1 of 1
David Straub
From: Sarah Bishop Isbishop( fnmkllnnc.comj
Sant: Thursday,September 07,201712:42 PM
To: [e-mail]
Subject:sewer availability at Wayah Rd,
Good Afternoon,
This email is to confirm that there is no sewer availability from the Town of Franklin system available to 5026
Wayah Rd.
Thank youl
Sarah Bishop
Town of Franklin
Administrative Assistant-Public Works Department
[phone]
[phone](fax)
sbishon ri franklinnc com
`,k!1
111SCOVEA US!
9/7/2017

y r N
Page 1 of 2
David Straub
From: Weaver,John([e-mail]]
Sent: Monday,August 28,2017 10:40 AM
To: David Straub
Cc: Dave Smith;Jeanne Robbins;John C Weaver
Subject:Response from USGS concerning...Re: Low Flow Determination-5026 Wayah Rd
Mr.Straub,
In response to your inquiry about the 7Q101ow-flow characteristic for a location on Wayah Creek near Wayah Depot in
western Macau County,the following Information Is provided:
A check of the low-flow file$here at the USGS South Atlantic Water Science Center(Raleigh once)does not Indicate a
previous low-flow determination for the specific point of interest on Wayah Creek Identified by the Iallong coordinates
(35.161175 N//-83.535819)provided in your email dated August 25,2017. The low-flow files do Indicate previous
determination at nearby locations within the Wayah Creek basin,based an transfer of flow characteristics from nearby index
sites.
No USGS discharge records are likewise known to exist for the point of interest.
In the absence of site-specific discharge records sufficient for a low-flow analysis,estimates of low-flow characteristics at
unggged locations are determined by assessing a range in the law-flow yields(expressed as flow per square
mile drainage area,of drum)at nearby sites where estimates have been determined.
A basin delineation completed using the online USGS Shamothate application for North Garonne nut r//waur osss nov/nawhir
smsmis/north emolina.hbnl)indicatea the drainage area for the point of lntemat(35.16113 1/-83.53583 NAD93)is 4.44 sgmi.
For streams In western Macon County,low-flow characteristics published by the USGS are provided In the following reports:
(1)The first is a statewide report completed in the early 1990's. It is USGS WaterSupply Paper 2403,"Low-flow
characteristics of streams In North Carolina"(Giese and Mason,1993). An online version of the munt Is available
at hood/Dubs usos advrwsp/24032pcnpdf. The report provides the low-flaw charactertstics(based on data through 198B)via
regional relations and of-site values far continuous-record streamgages and partial-record sites with drainage basins between
1 and 400 sgmi and not considered or known to be affected by regulation and/or diversions.
(2)The third is a statewide report published in March 2015. It is USGS Scientific Investigations Report 20155001,"Low-flaw
characteristics and flow-duration statistics for selected USGS confinuous-recant streamgaging stations In North Carolina
through 2012"(Weaver,2015). The report is available online at httu'/Inubs usos cov/sir/2015/SOi/.The report provides
updated low-flow characteristics and flow-duratlon statistics for 266 active(as of 2012 water year)and discontinued
streamgages across the state where a minimum of 10 climatic years discharge records were available for flow analyses.
Inspection of the above reports indicates the presence of five(5)nearby selected USGS partial-record sites(2)and
continuous-record streamgages(3)in general vicinity of the point of Interest where low-flow,characteristics were published.
Among these 5 sites,the 7Q10 law-flow discharge yields are as fellows:
Annual 7010 discharge==>from 0.43 flow to 0.83 clam(average about 0.59 efsm)
Application of the above range in yields to the drainage area(4.44 scroll for the point of interest results in estimated 7010 flaw
estimates from 1.9 to 37 cis(average about 2.6).
Please understand the information provided in this message is based on a preliminary assessment and considered provisional,
subject m revision pending further analyses.
Hope this information is helpful.
Thank you.
Curtis Weaver
9/11/2017

Page 2 of 2
i
i
J.Curtis Weever,Rydr41o91ep PE Emall:Icweaveretus re,
UBGS South Atlantic Water Science Center Online:M1[ros://www usos aov/centers/sa-water
North Carolina-South Carolina-Georgia
3926 Sunset Rld eRead
RaZ",NC 19607
Phone:[phone] // Fax:[phone] -
On Fri,Aug 25,2017 at 11:49 AM,David Straub<dstraub(rdddsmithco.com>wrote:
Good morning Curtis,
I work with Dave Smith,PE and we are working on the design of a re-circulating synthetic filter
wastewater system for an existing residence at 5026 Wayah Road in Franklin,Macon County,NC
(Lat.35.161175 N,Long.-83.535819 W).
Wayah Creek(WS-111, B,Tr.)flows along the southern property boundary.
Please have a look at this and provide me with a 7Q10 flow determination for this site. j
If you have any questions,please call.
Thank you,
David
Dared J 5trai6,1.A
David D.Smith and Company,PLLC
Civil and Structural Engineering Consultants, I.
1949 Bob's Creak Road Zirconia,NC 28790
Tat (828)2544448
I
9/11/2017 !I

Marcie Cramer and Phil Janes
117 Longhranch Road
Winter Park,FL 32792
September 4,2011
David D.Smith,P.E.
David D.Smith and Company,PLLC
1949 Rob's Creek Road
Zirco da.NC 28790
028)2544448
dsmidt1addsmithco.com
RE: Letter of Authorization
Dear Mr.Smith:
This letter authorizes you to am on our behalf as our Agent in matters related to the Application for
Coteraee Under General Permit NC550000,including the Notice of Intent and the request for
Authorization to Construct a Re-Circulating Synthetic Filter wastewater disposal system for our property
locatal at 5026 Wayah Road in Franklin.Macon County,NC 28734.
Sincerely,
Mamie Cramer and Phil Junes
Gvrners

NCO.
ROY COOPER
core.n.or
o iolwet n �e MICHAEL S. REGAN
semela,7.
Water Resources MAY - 4 2017
exvwoxnexrAL OUALIT S. JAY ZIMMERMAN
O're m
Weter l]umllty Reglot'l.I operetlons
Flshe t@b�6'p01%e ..J
CERTIFIED MAIL 7010 2780 0003 4825 8537
RETURN RECEIPT REQUESTED
Mr.Mark C.Brooks,P.E.,Owner's Representative
Brooks Engineering Associates
17 Arlington Street
Asheville,North Carolina 28801
Subject: Request for Additional Information
NPDES Application NCG551707
for a Single-Family Residence located at
147 Teague Estates Road,Highlands 28741
Macon County
Dear Mr.Brooks:
The Division has reviewed your application,received on November 7,2016,for coverage under General
Permit NCG550000.To enable us to complete our review in accordance with N.C.G.S. 143-215.1 and 15A
NCAC 2110105,please provide additional or revised information to address the following comments:
1. Incomplete Engineering Alternatives Analysis(EAA):The Division requires applicants to fully
document and exhaust all alternatives to surface water discharge(G.S. § 143-215.1(b)(a)and 15A
NCAC 2110105(c)(2)).Please evaluate the feasibility of the following alternatives: connection to a
municipal or regional sewer collection system; rehabilitation of the land where the current system
resides; land application,including onsite subsurface systems,drip irrigation and spray
irrigation;water reuse,in which all or a portion of the waste water generated is reused; direct
discharge to surface waters; or a combination of alternatives that would minimize or eliminate the
direct discharge alternative.Economic feasibility should include analysis of capital costs,recurring
costs,and lost opportunity costs. The message attached in the application from the engineering
representative indicated that the Buck Creek area is not currently serviced by any public sewer system,
an analysis prepared by a soil scientist stated that subsurface onsite systems(including aerobic drip
irrigation)are not feasible,and the Macon County Public Health Department denied an improvement
permit as the site was deemed unsuitable for a ground absorption sewage system.
2. Information for a 7Q10 was provided with the application. Please provide additional information for a
30Q2 to inform on low How conditions at the site.
3. The application states that the residence contains two bedmoms. Based on a review of property records
by the Asheville Regional Office,the residence contains three bedrooms. Please confirm the number of
bedrooms in the residence.
Slam ofNOJh Carolina I Enviremaendt Quality I Water Resomwa
1617 Mail smite Center I Raleigh,North,Caml'me 27699-1617
919 906 6300

Mr.Brooks
April 19,2017
Page 2 of 2
If no response is received within 60 calendar days[per 15A NCAC 2H.0107(b)],the project will be
deactivated and withdrawn from our review process and the documents recycled.If you have any questions,
please contact Brianna Young at 919-807-6333 or email at brianna.vounenancdem.eov.
S' oer I
I
S. Jay Zimmerman,Director
Division of Water Resources
i
he: NPDES General Permit Files
ec: DWR/ARO,Landon Davidson,Supervisor
DWR/ARO,Mikal Willmer
DWR/ARO,Tim Heim
I
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l